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PAT (13-0878)61434 Living Stone Dr 13-0878 Date: 7/16/13 Application Number: - 13-00000878 Owner: Property Address: 61434 LIVING STONE DR MEASURES APN: 764-280-999-190 -300236- 61434 LIVING STONE DRIVE Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: MEDIUM HIGH DENSITY RES (805) 216-5522 Application valuation: 3000 p Contractor: Applicant: Architect or Engineer: LIFETIME PATIOS PO BOX 5806 1` 16 2013 LA QUINTA, CA 92253 v1. (760) 610-5380 01: Q Lic. No.: 770843 Clr OEpT' ------------------------------------------------------------------------------------------------- _ LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: B _ License No.: 770843 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is � issued. Date:f f Contractor. 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 OWNER -BUILDER DECLARATION V insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier MED CENTURY INS Policy Number A09461819 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to - _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance,also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code, I shall forthwith comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by( .,.� r I , ) n. any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: Dae �O Applican�? (_ 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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.). APPLICANT ACKNOWLEDGEMENT (_ 1' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1 . Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_ 1 I am exempt under Sec. , B.&P.C. for this reason 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. Date: Owner: 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 CONSTRUCTION LENDING AGENCY - permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that I have read this application and state that the above information is correct. 1 agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.). city and county ordinances and state laws relating to building construction, and hereby authorize representatives - of this county to enter upon the above-mentioned proper for inspection purposes. Lender's Name: � ,_P// .� (�J/J/f � Date: / L_ /_ Signature (Applicant or Agent):,A/�i�em, %CSI W Lender's Address: ��� i LQPERMIT LQPERMIT ~ Application Number . . . . . 13-00000878 Permit . . . PATIO COVER 2013 Additional desc �. Permit Fee . . . . 191.62 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 3000 Expiration Date 1/11/14 Qty Unit Charge Per Extension 2.00 95.8100 EA MISC PATIO COVER,,STD 191.62 ---------------------------------------------------------------------------- :Special Notes and Comments PATIO COVER - (2) DURALUM PATIO COVERS 1- 486 SQ FT IN BACKYARD AND 1- 195 SQ FT AT ENTRY. 2010 CALIFORNIA BUILDING CODE. ---------------------------------------------------------------------------- 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 191.62 .00 .00 191.62 Plan Check Total .00 .00 .00 .00 Other Fee Total 95.88 .00 .00 95.88 Grand Total 287.50 .00 .00 287.50 f Bin ..City of La Quints Building 81 Safety Division P.O. Box'..I 50 4, 78-405. Calle Tampico La Quinta,-CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project +Address: ' C-4 Owners Name: ' CA 0.41 yu!% + A. P. Number: Address: T%w Legal. Description: Contractor:� b4e4-, Address: 30Project -city, ST, Zip: L Telephone- 9 CP Description: City,' ST, Zip: L 4 QuItAA 7 Z q fr- q, L Telephone:77(p( , city Lic. #: n,04oa z7? - 2 State Lic. #: .2je L Arch., Engr_Designer: Address: ,City, ST, Zip: Telephone: Co•nstruction Type: Occupancy: State Lic. #: * Project type (circle one): New Add'n• Alter Repair Demo Sq. Ft.: # Stories:#.Units: Name of Contact Person: Telephone # of Contact Person: Estimated Value of Project: APPLICANT:'D0 NOT WRITE. BELOW THIS LINE # Submittal Rcq'd + Rec.1d TRACMG PERMIT FEES Plan Sets Plan Check submitted item Amount Structural Calcs. Reviewed, read for correction's y Plan Check Deposit Truss Cales. Called Contact Person' Plan Check Balance Energy Calcs. 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 Plans resubmitted Grading IN HOUSE:- "Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A I.P.P. .Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees IV property Address: Lo) 4,3 T TRILOGY AT LA QUINTA. CONDITIONS OF APPROVAL H.O. �'I'I5 rsu'S Date Reviewed '�Va3 //,�b Conditions Your plans have been approved, proVided that you meet the items checked below and all work is consistent with the of Approval Design Guidelines. The patio cover material ►rust be Alumna wood or other similar wood like construction. Rooting materials shall 1 matcih die. roof material of the dwelling or be open wood lattice 2 The color of thevatio cover matches tle lhome's stucco, accent, fascia or white. Any patio cover;pr awning to be installed and attached to die home must be installed in such manh►er that it 3 does not comprolliise die integrity of die water permeability of the home. Due to die patio covers size it must be constructed with variable heights or must be constructed in two sections 4 with a separation in between 5 The size of tie patio cover is limited to the 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 submit a sample of the fabric. 7 Obtain services of a state licensed professional for consultation. Obtain necessary building permits fronh the city of La Quinta, meeting setback requirenhentl per city code and $ maintain the existing drainage. 9 Maintain positive drainage in accordance with die Trilogy Design Guidelines (Section 3.8). 10 The screen door must be die color of die house stucco or be black. 11 underground drainage is installed, , drain rain nee s to terminate in he grass swa e and be flush with he tur an capped with a POP -ul) drain cover. Pool, spa, fountain, and air conditioning equipment set backs must comply with City of La Quiuta codes. All equipment shlalbe located, screened, or recessed in a manner so as to not be vie"rablc fi-onh any lot. or street and 12 the noise from die equipment attenuated for die adjacent property owners. Pool sct backs are 6" for lhardscape and 18" for water lice. 13 Tlhe color of the proposed concrete is natural or a neutral tothc. Rear yard may not exceed 7096 l><lydscape and must have a minimum of•30% sofCscape, measured from the rear 14 building face of wall to die side property lilies. Proposed planting meets with die Trilogy Rear Yard Minimunh Planting Requirements standards and all planhts 15 are included oil die Revised Approved Plant List contained in die Design Guidelines. The proposed wall or iron work to match die existing developer retaining wall in material, style and color or shall 16 be the Frazee Paint color specified in the guidelines. Shea Homes block wall specification, if removingf any portion oblock wall to Replace block wall per standard 17 gain access to rear or side yard (requires inspection of rebar:before cap is installed). 18 Refer to Exhibit "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 pills (markers) remain duffing construction (applies to golf course lots only) 21 All contractors must meet die Association representative prior to commencing construction. 22 1 Resubmit showing drainage flow/plans. 23 ISee notes on plahhs (if airy) 24 1Ani independent irrigation controller must be used for die rear yard, it caiwot be tied into die front yard. Notes wre c1UY.1ATX'Wq%TrWMv al La OuWAARCHITECTURALORC Fa %Conlin dAaorovM 1 I I I I I, II I k I I I I t I L I_ I _9 I I I I I I I I 1 I. I I I II I I IIII I I I I I fll I I I 1111111111191 I I N111 11111111111111111 I �IINI�11 � 1 I .111111111111111111 I (1111111111111 II . X1111111 ICU I 1111111 II ...11.1111111.11111 l 1111111111111 I �I IIII II IU [11111111111 11 IIIIIIIIII I �I�I� L 1111111111UUII I ill�llll IL tl 11111D�UIII I � 1111111111111 0 .: � II ISN IIN. _ IAN J 1011 � . III. 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I I. 1 I I �- I� I _ .1 L I- ' I Illlllllll IIIII� IIIIIIIIIIIIII � � I 110111 III IIII I II01 IIVIII IIIIIII�IIIOI 1111 III � Illllllllllllllllllll III III 1 1011011111. _... i I I IIII 1111011111111111111111 VIIIIIIIIIIIIIIIIIIIIIIIIIIII� VOIIIIIIIIII�III�IIIL IIII0111111111111IIIIlI�llllV 010101111111111110UI� 0111111111111111111111111111111... VIIIIIIIIIIIIIIl0111 �IIIIIIIIIIIIIIIIIIIIIIIIII) 1,IIIIIIIIIIIIIIIIIIN •OIIIIIIIIIIIIIIIIIIII�I11 IIIIIIIIIIIII011111011L IJIIIIIIIIIJIIIIIIIIIIIIIIIIII 4111111111111111111�I ' . PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. n GENERAL NOTES: 1 II .I 11 1 1,111' d it 11 0 JII -� 0 10 II l II .: '-Ill I 11 1 1 I: III I II I 1 1 I .I I l 1 11 0 I I I I I N I I I I I I I 1 I I I II I I .I 1 III I II � I I I I. 11 I I I l 1GDVE ING9 s, III II 1 I 1 I 11 1 I I II I p I I II II, I I .IIII I II II IDI I IIID I L0u101I0111uuIo11r11 . IIII I ..VIII 10 _ X01 I 1 � � _ 1111 I I Ill OII I 1 � IIII .III I I IIX 101 I , 0 IIIIII I II �p p II 111limll IIII l -_ _ 1111111IIIIIIIIII Ilu 111IUII IIII 1111111pIl0luh 10111111111 IIII. IIlIt1116 tlN1 III11 II (lm 11 l 111 11111111116111 1111111UIIIIIIIIIIII . 11aVOIIIIUIll1� lull 1(1111 III I2 011110 11 1 11 1111111 1@!IIGTHE DES G,NII,COMPI ES 1WITH E 20Q9111NTERNATIONAL BU LDINGIImGODE Zoos 11NITER TIO I I ILIIRESIDENTIALIICODE 20 L9111 B I ILIDING SIDENTIAL COO I I 1 �11 IM IIIIIIIIII 111111 1111111111110 ,n „: 1. 1u11111.. 11 - ,,, 1111 ... ----i1p1 : 1..,_�..----- IOUES. ASCElSEI 7-05-MINI II IIII DESIGNULIOADS"PORI BU I DINGS ANDeOTHER TRI R _._.•1 III " I' '' " 9UIIIuI , _.Illllu —1 UIIIV!_ _ __ l j IIIUo`„ ._ ,-. . _I 11UIIIP'.. -) IIIIe'" :. I'1°' - lI IIII Q IIII 1' .- I�1 011111 w S6, UCTU ES AND THE 2005 ALUMINUM MANUAL ADM 1-05.,IIIIIUIIII �V� uu 11[1111 . IIIIIU 1111111 :IIIIIIII I II IIII III@ I 11 II - II IIIDRAWINGN1 ES. r o1II!1u0111III.011m,IIIII_III111111111111111 1 1 e 2. ALL ITEMS ERTAINING TO EACH 11NSTALLATION PE OF RF PANEL HEADER PAN I S , COLUMN S ZE ETC: SHALL BE CIRCLEDALYNTIED. 111 .:. .:::::: : :(N:::::::::111 : 11111 ,�, 1[1 ): � � ::: I I 61 I 1� 1 P :.1Allm 1 1 IIII 1 r11�: 111111 II � 1 1 1 v1:::mw:Il n n: i :nl111 IIIWWWIUW1U3:11'EACHIINS�TAL ILATION'SHAL IIIBEARUFYINGITAGIINDICA'T1NG6THE NAMEIIAND ADDRE'SSOF THEIIMANUFACTURERIOESIGN LOADSIIPANO ENCIOABIllll� 10111111111 111111IIII NIIIIII( I��LIJIIU IIIIIh• , V 1111WIIII � NIIIIII( JI ������ 111VIVI .�.,.... °,.. ,..1, q ° THE DRAWINGS AND'SPECIFICATIONS SHOWN REPRESENT THE'FINISHED STRl7CTURE UNLIE$S OTHERWISE'NOTED'I'AN0 DO NOT IND( TE TH T 1 1 CA E METHOD OF CONS RUCTIO .TME 11 111n 1a1 P1. 1 I1 „ 1111 11 : 11 1111 IIII: e u,,,, 11n„1 II,1 II: 1,Ilu x1111. NII: x1111111111 :,�I I i p q :i II„�.,::�� v •a �: ,,: ��r ..,I I I h:: I ih. ....,ill l I ,u. I .. � I, �l Im�:n III IIIIIIIIIII 11I111VI CONTRACTOR SHALLI1SUPERVISEIIANOIDiREC TTHE woRK AN063HAI L BE SOLELY'RESPONSIBEE'FORPAELI GONSTRUCTIONMEANS 111METHOD3 TECHNIQUES SE UENCES 1 P 16111111 11111111111 I I1V1111V11 1 111 e1111: �1 1 4116, 011.1 O AND ROCE0UIRES. II I NI 1 I I I NII 11.1 nl,, ,, 11 .11.1,. u6���1,„I p �:. I,y 11:1 ��„ :n11a, ,,, I 5. THE APPROVED SET OF DRAW( GS AND P F i N I ”"I° °' „' ""1"„ p ;:x,11 I I N S ECI (CAT O S HALL BE KEPT AT THE JOB SITE, D SHALL9BE AVAILABLE TO E AUTHORIZED REPRESEPITATIVES OF THE BUIL IN I I D G AND SAFETY II 1 i Ldl wl I. 1.111 Id11a 11u11 III 1111 lu1 01. n 11 : fi' 1:: Ld oni T�iy,tI 1 I, ::In• �16n 0111111111111. 1111. 111111111111'Idlx1 I ,11 11 „ 111111„ 10111111 , 0111: I 111u1111,1116 I I I a I ' vlllll 111 III IIIb ulll U I� I " Ih III 1111 III DEPARTMENT. THERE SHALL BEANO DEVIATIONiFROM THE APP OED PLANSIANO SPECIFICA IONS WITHOUT AN APPROVED CHANGE ORDER. III U III C U VIIIA III 111 . �IIIIIIIIIII� IIIIIIIIIIIIII �11u II �6,,:" 111111, e N:1p,111 10111110101 111111011111 .10111111111111 61111101111 IIIIII III 0101111011111110 6, FREEST ING COVERS SHALL NOT BE ENCLOSED WITH ANY P OF SOLID MESH MAT R �� OR ��:I: I(I' • : . ,.. 1 :�1 ,I 1111,. ., ::�, 111n1„1 ..:1„111 111,„: ,:�:: I:. ,11. 1110:11,.. .nn}III III „ 1 u 1 11� a 11 I . �I IIII dI 'd1 1111111111IIII JI III-. 111 VIII 7i. ALL NEWICO CRETEIEOOTINGS ShALL BFAR ONFIRM1 NATURAL NDISTURBEDISOIL OR CERA IF ED FI � �l[U II Ill I Ill . 11 111 III IIIIIU 11 111III �1 1 II IIIIII, ,III II IU e1111..1 NII 1111111.11 0111,,1 III: 1' 1111x111 OIIIIIIII 0111111 NIIIIII - 10111I�II1 ih IIIIIIIIII II IIlOI IIIIIhII IIIIIIIII 111111111 01 11111111 IIIIII IIIA 11 IIII II I I eJ IAN AT FACHEOICOVER MAY 8E SECWREO SO AN EXISTING CfSNCRETE SLABIIPROVIDED (TIME SLA81 IS A'T L T 91'1/1 1 H I ICKIAND I �1 AT IN R I 11 I.1 I I EAS II�C ES TH S LOC ED A EAS WITH,A1 PROS Poll EPTIi OF ZERO AND x I II ,1111 . ,NI l :::::: I 1 1: V (� I I 1 I I , r L I I I V I 1 I V 1 I 1 1 I U I I I' ” -'I I I I I V I I I 1 1 b •ni '' I. 1 1 d U r u 1 e V U u' h U 1 I x �II 1111 IU1��A MAXIMUM COLUMN„LOAD OF 750 OUNDS. IIUI III I O VIII 11 IIIIII 1 II llm II (IIII 1 1111 1111 III :11111 I,U Ip! 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IIIIIII111111111�11! o ,140 COVERS.ARE DESIGNATEO.'RI D U ��- IN I 11 r r DGE B ILD GS AS DEF NEO'IN ASCE/SEI17'; SECTION 6.5.13. ” n 1 11101 111 1111 11..11 e1 11.1 ” :? h 11 .11111 „ 11,1. ,,,..: :, „ 1 ,il l 661 III I. IU I 10111 all d1 I Q �I 1 1151'1COV RS N T,91.1.IIIN 7 I p111,1 L.al, 11.,,1,1 q, q I III L 0 I III' . 1111 1, I III SI WLL O E S ALLED IN AREAS NEAR HILLS. RIDGES ANO ESCARPMENTS AS DEFINED IN AS I SE1 7 S C&IN 6:5.7.1. I 1 1 1 11116, 111.11. 1 II I' 1 1...11 111.1, I. /1111111 110110 I1 IIIII11111,11I�1 II m 11 U :J ., : L 11 , 1A ::: i „ 1 ► , IIII I, „I 111 ISI 1 V III II..1 1111 I ,,,INIIIh,.II Illli 1 1118 (THE EESTANDING (AND ATTACHED COVERS NOTED HEREIN (ARE DESIGNED AS'OPEN STRU 'TURES"!IAND1^PART I IIY EN LOSED6' RESPECTIVELYO IN I CCORDANC WI I II U. I I C C E ASCElSEl7 1 I IR,,: 11 1 11 n11 1 11 I N 11 P D II 1 . i ullllll II 1 1Unlli 1 1 Ib' , r .i 11 u• PEN,IIS 'n, i:. uuu11 I' i. 1in11 u c - 5 .III I�01� 1111 Ux1l6x I I IIQpIIppIIIIWb WIWOIIIONIOIIIIIIII Ill lllllllx lllllllll 1111111111111111111111111110 161u III111111111111111 IIIII11111111111111111111 1 IIIIIIIIIIIIIIIIlx6 IIIIIIIIIIIIH Illllelh P111 H, IIIIIIIIIIIIIIII1111IU� 11111u11ullllllllll1111u 1011111111111111111111h. IIIIu�1 �I101�II 111 11��u1u1 SEC ION 6.5 13 l 1 , • ; , .. r,. .1111:. „ • .. ,. ,. IC, ,, an. .,� rllpl .:. ,11101 �, .... Al .alpl.,, �, ,, 1,... , ;" �. ITP THE TIO HIP COVER MEAN I'�OOF H 1GHT IH11 FT. DMD B T COVER PROJECTION OR MVIDTH I'P” FT SHAL II NOT GEED ONE 1111 I ( b ( ) EX 1:6: 011. ): ) do. 6,161t 1111.1 11„, ,111 I. Ir11 1 1� u x �:: 111„1Y 1,11,1 lo„ 1 6 11 1, I Q o1„ 4 11111i111 I 11 11 1 , Il 111 I III IIII . I, 1 UI II 18. THE RAtlO COVER LENGTH L FT 1 DIVIDED BY THE CE PRECTION OR WIDTH P F SHALL NOT BE LESS ONE 1 .I II N ll 1 THAN 1 I I N t . II N I II i N 11111 I.. I I •:II . � I I II N 11111 III Ielllllll I 41 I 1 I I I BION I IIIIIMATERIA II'SPECIFICA710NSIIII I UIIW1 l 111011 VIII x161111 11111 i ullllll 11111 11111 VIII) 0010111 hull 1111001 (IIII I MINI IpI 111111:11 11��1 VIII 1111 11011111 I,OIlilllb (IIII( 10011110, II11 IIIOIIVI IIII I01II I IIIIII 01101NII11 IIIi� . 1i0101► NIIIIII( �Id, I l�� SII IIN I 111 N ! IINI 19:'BEAMS SHALL BE SPLICED OVER THE CE TER SUPPORT ONLY OF A THREE POST CONDITION. �„ N :::,:: , 111 no. 11u111, a nn ul 1 161. �:. m m u 1 1 1u Ine1 n ,116 n mu 1111 ! 0111 e1 e0 11 : 1,11 111 _ uu 111111 n11111111 V10, luml'I 1111 ,1U 111 10 , IIIIII IIIIII Iflll 1, 0 II .0 , 1111 Iplll 111 lle0 a { I. Od IIII ., II IIII111I 00 11111 11. 111 !1.111 Al 1111 20! ALTERNATE A�UMINUM'IALLOYS MAY BEI SUBSTIRU7EDIF0RITHOSE'SHOV✓Ni'PROVIDED TH E REGISTERED WITMTHE ALUUMINUMI SOCIAFION ANDIHAVE EOUALI'OR IY I I III ul l IIuII I EY AR GREATER E l D AND 111 I 1 11111 .I u 1111111, „�,:„ 1 11 111 I I I 11 ��: , i 1111 1 1, ,. : u') 1u1' IJ::: , :� 11111 11,1 11.1111'11111111 I NIII I I .1,11.1 I 1:11111 I I I 11111 IIII 1116 1 1 Ili 1111 '11111:111'' 1 4'li n111I 11111111' 111111 I'. 1 111 111'111u 111'1.III IIII IIII :. I , I111111IIIII011111 1 IIx 1 I 1 I Ix l p IIIIIIIIIIa61II1W1111111111. 111 IIII 161.111 I I III III1111111111111111111111 . III : 1111,1II�I I IIII,II1111111111IIIIIIIII11111 11 Int liIUOWIJ 1. IIIIIIIIIIIIIIIbIIle1111U11) .., 1 Y II IIIIIII1111 IIIIIIIIIellllllllll1111lllall. 0111 II �I�II,lli1111111.� IIIIII1111111UIIIIIIIIIt1111111 :I. Illi 11,11,1111101 1111111111111II1IIIII 111111,1111x16111111111 11 ULTII+WTE STRENGTHS. n1 nn a n1nu.' . ei,. not :1lolln. , i 811... p. ,1 I q I 10 111 ' I _ 11111111TI r 21. CONCETE SHALL HA A MINI M Y F N VE U 8 DA COMPRESSIVE S ENGTH 0 2500 POUNDS PER SQUARE I CH. III I 1 11111111111611 11111111. I:,11.11 1 M11111T131.111 111111// ,::1111 1.111, 111,1.111 :111x:, II,illi IIIIilII111111�1,I ,:: rz 11111111: ::::�,: �:11 ::: I :::, 111�11e1 II 111111111. , TR11111111111111 ::.,��:,:�: ��,,.:::II111:, 111j1� I . II IVIIDES GNIVERTICALISOI III BEARING PRSSURE IS 500 POUNDS PE 30UARE FOOTIIIDESI( 1 (RAL SOIL,BEARING ESSURE 1S 200 PO NDS PRS ARE FOOTi PER FOO OF FNGDEPTH.I„1 :d 11.11I:,II 11111111RI � n P.SFI TI1uVL1FT ABLE1' °' ^ N 1 1D SECTIO J3 - 06 I::::, :::V 11101 11111� , I 1 III �����1 � I 1 1 II II I I 1 :: l 6:111111111111111111111 �, III pp III 111111 IIII III III IIIIIIIII N IIIIIII ,IIIIIIIIII IIIIII IIIIIIIIIIIIIIIII � 11„_. �. VIII 11111 11111 II�1111�I231EMBFD�DEDIIISTEELWMEMBERS S IH 4LL1BE11FI0T-DIPPEDI�GALV1111 YZEIIIIRIUST FEDI �I 110R E 1 U ALIl1 NTEDOFt1E �IECTR �PIATEDAND CONFORM TOI IIS6 G DE CISTAI N��IESI33TEEL EMBERSU �1111I 111111111 1111111111! IIP I : I'I' '1 1 ,. .. .111 , 1 u : 11 R I I, HA C NFO M T� TM A6 4 I L O OAS 53 GRADE 0. I I: , I I I I h I I 1 I I I I I I I -.III I I ,1 Ill , , 1111 1 ,:„:,, 11 I ,�111I1 11111.,, 111 II .1 II 111. III. II 1,111 1111111 I I , ,6 11111:1, :, ,� , .1: 1 ,11 111111 1111h, 1 I I � Io 1111 1.l1u11111, � U � e ,I 111111 11 161. �.: (IIII I II 11 II III 11 Imll 111 V I II: Il ul l 1 ,m�lll IIII Ile 111111 a 1. III IIIIIII II 1^ �: o II 11, : olgll 11.11111 11 0lll11111111111m6 t IIIIIIII n IIIIIIII 110, 1111111 iI1, a IIIIII IiOI@: 11111 11 I I NII 111�11� III I ql , II III 111111111 :. l �IIIIII l' IT4:1•FASTERNERS: ALUMINUMIBOLT$ ISRAELI BE 2024T4;ISTEEL 80 �TSUSHALL'IBE ASTM AJ07111 �IIBOLTS ISHAL �II;HAVE STANDARD CUTIPLATED WASHERSII WOOD AND• G SCREWShARE REOIIIRED TO llllll�lllll I 1 IIT' 1111�'I 6111 II IIIIIII 111 1111, 11111,., 0111111 111111 I 11111 I II I I f I , I '' .I I I I I I �Iw � 1 1 1 II 1 BEI NAC R' I 1 NSTALLED C O DANCE WII THE NATIO DSI N� PACIFICATION. I I I U 1 1 NALE G S E I 1 I I 1 1 .1 I I I I I I I I i 111 IIIIII . I I 11111 II II III 1 111.1 ' II 1111,1 III IIIIII III 1 II111160111,16.11 .1 II IIII 1 1 111/1111 III I I I 111 I 111111111111 1111111116,11111:ITlh! ,11. -11111111 ,11111. 11111111 n l , /1111111 111x 1111 JI II 1111111 liu i1111o141111 I I III1uu 611111 :IIII .IIIIIII I II IIIIIppIIIIIII 1 l l 1 u 1 II I I I Dol 11111 .III 111 11111 w 11111 II IIII II 1 IIII III �I �NIIII 125�IIITHE P05TI)INBTALLEDIIANCHORSIIGfFEDI11N THESEICONSTRUCTI0IN DOCUMENTS( S L BIEIIPIO wIC RS WEDGE1180LT* 37NNLESSSTEE �II1 ICC -ES EISR112 IFORICONCRETE A�D IFOR1 SO R ,I �l 111111i1���NN I��I III IINII I�IID� IIIIIIIIII 001106. 11111.1 11611, 1.111.. LII L.6.1,11. N•� I�11.1 Ln11111 IIII0111111 IIIVIXIIIIIII 26. ALL SCREWS ARESELF DRILLINGp SDg R SHEET METAL MS IN CONFORM CE ICC -ES IESR1 1978 OR APPROVED EQUAL. O SC S S r , I I 1111 �II 1 111 1111 111 11111 161 ,1 111 111 .1111611111 1111 161 :11:1 III 111 111 :6.1 11111 .::1..1.1. 1 111111 ,,,1:::::6111 111. :1001 111Y�iIT!i 1111111 11111111 1111 111 11111, 111 .1111 „ „ 111111 1. 1.1 � 1 � 1111 1 1 1 111166111111111111111„:, 1 1 1 111,111,1111„::111 1 11 1 11111 VII'I1TI11 IV 1 �1III! 111 110 l I pp p I 1 - Ullllllll ll IIIIIIIII 1 11111 27 1THE�TABULAD MAXIMUMICOII�MN SPACING WMENIBEARING UA�CONCRETE SLAB ISIILIIMI 1 DTO USEIWI1T11 RE��DENTIAL PATiIQICOVERS ONLY1, II 1U. 11111111 IIp11d .11111111111111 (1111111111 411111111111 111111111- 41111111111 111111111 111111111111111111 11111111111110' 1111 : ,:. . ,11111, 11116! � 111611.. 11111 111q,1 .01611 I � , I „ . II 28: SOLID ANd LATTICE ALUMINUM COVERS ARE CLASS AIROOFA�SE BLY IN ACCORDANCE WITH SECTION 1505,2, EXCEPTION i 011 1111"11 L h 11 111111 1I, 111111x1111111 11, 11111, II „6111„� 14111 ,,� .1.1 11111 1111 11,:1 1 11 11 11. .1„�„ � .1111111 �„111„� 1,:::11 I 1 11 1: ..111111 1 ,11 111111 1 n1 1: ,11.1,1 11 : ,� � � 1111/1111 � 111 :111..1 1 1 Alp 11 1111101 111.1111111111111 1 , 1 � � I 1 11 n6„n,1M,l y 111 11 III IIII II I pp 1 1 1 1 1. 1 � 1 1 II u1 d 1,.1.,.1 I .I 1111.1 � �, _. 11 I 1 II I VII 1 .. IIlO • IP U Il• I 1111111111 11111111111. 111111�N �.131MP,SONS254121AND1SDS25800f,5,C,REWS SHALLUBE IN AQCORDANCE WgTh{1CGES E1�A, LUAITJON REPORTIIESR 2238.,III61III1IIl 111II 1111111111 111111111111111111 11 1 IIIIIU 11, L �I11III 1110111 l�llllllllll 111111111, 1�II�.N NII 11 .. - - . �. 1 I � 1 11 11 � I 1 1 I , III 1111 1.11111 11111 Iltl 1 , I II I I II 1 1 1 I I , 11 I I 11 1111111 I I 1 x1 ..I I I I I I I a le I I If 1 1 1 1 I IIII I II � I , II I I I I I I 7 11 I1 I 14.1 �1 I 111 1 TAs R I I II I f I I LE 1 EDUCTION FACTOR APPLICABLE � +1 ' I I 1 I I. I I 1 III . 1 ,:e .1„ , 1111111111111110„ 1111,. IIII IIIIII I 111111 I III 1I ,11 ( I I I I. 1 I IIIIIIIIIII01111 11111111111111V1, ►0:011111,:1: 1x11 1111111�1,:,11x:1w,1,111 11111..11111111106011 0111111111110111 IIII161111U� 111101111111. 001111II111J101 11111111111111111111. IIVIIIIIIIIIIII111111 11111111111111111 111 111 11 e. 11 1111111V111111111111_ IIIIII�ldllllllll VIIII.11111110111111II III IIIIIII TO MUl11TIPLE SPANICONDITION$IU - - : , r1 F R R � ,1 I FP N 1 O 00 A ELS i I I 1 I n IIIIIIIIIIIm1 11 : .11111111116x111„1111161111111 � I 1 I I Illlllllllllll11111, �10111 II I �11III1111IIII Illllllllo 1 .1 � I �I IINII I III VIII I II u 1 I I la I I 1 1 I I 1 I I I 1 1 1 I CO i w m m1 uluuu 1111 , II II III II II IIIIII II II I I I I! I I 111111, I I I 1 111111 1 111 III I I I 1110111 IIIIIIO .01111101111111111111 x1x111 1x1 W1I61111� 11 1I1111x . IIIIIIIOIIII0111111 1111111101111111101 1111110111 IIIIII 1111011111111111111101 IIIIIIIII01111111111 00111111111111111111011 IIIIIIIIIII111111 a 6l 11 14 ,I 1.,111 1 X11 1111101111111 IOIIIIIII II II 0111111111111111111101 II II NI 1 IU I . III WIND SPEEDIIAND EXPOSURE , . I 1 I I 111, 1.:1111m,1111111111 I I ” 111111 , I , ,,, ,�"1 .,1 111111111111111) I L „ 1. I. III III 1 I II 1 I 1 I I I I III I111111111111'1� �0,0111111111111I III 1. 111 1� I 1 I I I II � 1 ..1 I J 11 _ 80 MPH0100 MpH U 110 MI� I .. 1 � �� I I I 1 I IIIIII IIIIIIIIIIIN� IIIIIIIOIIIIIIIIIV R I IIIIIIIIIIIIL.1II111IIIIIlu11 .,,..IIIIIIIIII 111m : 111111111111111111110 , 11111111111110111IIIII 11111111111111111111 JIIIIIIIL11111111111,111111.. IIIIIIIII011111111111111 • , �IIIIIIVIIIIIII111111111 .1111111111111111 llulllllllll 10. cs�ga lllllu .I IIIIIIIIIIIUIIIIII IIIIIIIIIIIIIII 1111 1011111111111111111 4 OOF UVE111 ..:.. 1 _ Z.1 lOAD PSF 1 1 II � -. . B EXP. C P.IB 1 I I 4111 � I'll EXP EX E70'. C EXP. 8 EXP.• C1' 1 P' ..........., .,.111.....,1 - �� ." 1 ,:....111.11....11 1 1 .11 ,. n 111.....1... .............1..11._111 . i I I I I� I L, . 1 I I I l., �, .. r' 1 I� ' I I _;1 1 111 � 1 II ,F 11 ..:, r 1 11 II l II II I f_ 1 � I i. I II I f I �� 1 II P.I I II III II L I Ex lam II I II I I II I �. II I 1 0 �.. I I 1 1 1 . I I I 0 II 1: I 11 111 1:, 1 n6 II 11111... ,I II I , n 1 I I 1 ( II IIII II I I I IIIIIII II II 11111611111 - 1 n. i I IIII IIIIIIIII 111 III111111 II 1111 11111 111111► IIII 11111111 11111 111011 11111 16111111111111 1dII11110 IIIIIIIII01 111111 111111111 1 III III :9011 11 111 I1 ,. I 10 .00 os0 1.00 0,eo o 1 1 11 111 , 61 I �1 I I I I1 I I I 1 I IIIIIIIIN11111. �� ll x 11 p11 11 I I � II � 1 I I r 111111111111111 , 1. Ill Illllll u11 1111111111.. I I .. .. I 11 1 1 I I In II IIIIIIIIO III111 NIIIIIIIII11III II � � I I �l �I m 11n1IIIINN 11 i 111 11011 (IIII 6.1. II 1 I( I � 1 1 I I III I II I� I I 1 V I I 0 ► I 0 ► II _1.,•1, II I II . U II II III U u1�IU III .IIII 111 1111161 .Ilei., 161xx1 611661x „111le 61166 .....VIII 1111111 � IO 111111 IIII ..VIII I _ II -9 ,1, I .. VIII 1111 L 111111 1 �. II I�V I 11111 u1 111 _ 1O: •: 1 I IIIIlO .:. 0 111 NIII 1� 111 1111 II I 1 4 111 .. N III 0_. I • . 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Inu 1111 III 111011 IIIIIIIII1n T , - 1 ,IIIIIII 11 Y I 0 PATIO VER SYSTEM( MFG. DRAWN Y. .N. I„ LIVE LQADe B E 11 . - � 11 n111 1111/61/11 1161111x .. ” 1 , ('�� � � 1 11,1 1 111 1, 1 11 1 II I I 1. 11 1 11 11 111 11 � I��11.11111 111 I 1 I .IIIIIII I I 111 1 1 1 I 1111 I m, IIIIIIIIIIIIIIIIV TDM PBELL a ssocu�TEs INC. I I 1 A . I 11.1 I '"" I � 111111111111111111 1 111 1 III VIII 111111 I i - 11101011111111 IODIIII01� IGATE.,6Oa/d0,211 IIIIIIIOIIII011 1111111 IV 1111111 � pi111116111111111111111111111, ,111,16111111161111111161 111 IIIIIIOIIIIIII011 1111 dull IIIOOIlII,a mem 11111100 ouRALUM PRODUCTS•IIINC. IIIIUIIIIlllllllllllll 111111111011111111111111111 � .411111110 III II 111111111111111111111111 IID . NIS IAPMO ER/ 01851 „1111111. ...III ( - -� 1 COMMERCL1L D RE97DEMfIAI STRUCTURAL ENOINEERIN. I GENERAL NOTES 11111.1,11 �. N ,11111111: ._ .11.1 11� 111 SII} .. 111 1 • N 11 5 LE. NONE 1 -n1 n1. „111, .....,11 111 ...16 111 1 MORIL WIND I, BZ58 ALP AVE, 91ACRAMENTO .CA -- [ - 1 II I'. h- 1 0 .111111111111101 I .11111111111 1111I 1.. .„ ILWCHO CII CA 11 741,2107 1 It 1 II 11 1 1611111611„111„111111 1110u , e111111161111111 .$MEET11111,0F , 11 1 11��V1SED�Bl ,008110 AIPH 1 VIII IIIIIIIIIIIII� d Il VIII 1.1... 111111111111111111 .11 IIIIIII IIII III 11 1 �A I11 �I eo ,5 aax �yya FAx+oo ,s1ttII IIII (111111 11111.,,. I III 1'f I I IIIIIIII 1111111 IIIIIIIIIIIIIII...... (IIII IIIIIII 16111111111111611 1 1 11 11111 IV 111 (IIII I �1 I ','111 III111111111 �. II LENGTH OF STRUCTURE VARIES POST WITH SEE DETAIL LENGTH OF STRUCTURE VARIES �F "O POST WRH SIDE PLATES 1? SLAB ATTACHMENT SEE DETAIL NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE t CHANGEABLE WITH ANY OTHERt BE COMPONTENT UNLESS OTHERWISE SHOWN. qs�f B 10 EACH COMPONENT IS INTER- �<,_E-R,40AITTED r SLAB ATTACHMENT FOOTING WH ERe E WRH ANY OTHER SFF WHERE OPEN LATTICE -TYPE COVER SEE SCHED. FOR NT UNLESS OTHERWISE SHOWN. r SEE SCHEDULE SCALE' �Z: THIS OPEN LATTICE. FOOTING WHERE REOUIRED. FOOTINID CUBE _ TYPE "E" ATTACHED SINGLE SPAN LATTICES SBTRU TYPE "F" ATTACHED MU.LTISPAN E COVE $ TTICEEE SCHED. RSTRUCTURE q $ ' * r �N/ C�337� RAFTE OS E TABLE MAX PRQI. EXP. =31 SEE SCH NOTE: THIS OPEN urn UCT1JitE AND SPACING MAY COVE �� `y-. MAXOF OF SPAN LENGTH OF STRUCTURE VARIES LENGTH OF STRUCTURE VARIES * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X B 12' SIDE PLATES. TOM CAMPBELL d ASSOCIATES, INC. RAFTER SEETABIE FOR SIZE OR SIZE MAY BE USED TO CONSTRAIN OPEN LATTICE TYPES AND DATE: a SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 31 WAYS COMPONTENT UNLESS OTHERWISE SHOWN. M ALPINE AVE. SACRAMENTO, CA 95828 [91G)AIR-Ml PR0U. THIS OPEN LATTICE STRUCTURE 'R MAXMAX. PROD. SEE SCHEDULE ' "�'O� LTJ;: -TWE SEE SCHEDULE MAY NOT BE COVERED. SCHEDULE MAX. O.H. 25% OF SPAN �' /JJ ` RAFTER SEE TABLE FOR SUE ANDA FOOTING WHERE REQUIRED LENGTH OF STRUCTURE VARIES POST WITH SEE DETAIL LENGTH OF STRUCTURE VARIES �F "O POST WRH SIDE PLATES 1? SLAB ATTACHMENT SEE DETAIL NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE t CHANGEABLE WITH ANY OTHERt BE COMPONTENT UNLESS OTHERWISE SHOWN. qs�f B 10 EACH COMPONENT IS INTER- �<,_E-R,40AITTED r SLAB ATTACHMENT FOOTING WH ERe E WRH ANY OTHER SFF WHERE OPEN LATTICE -TYPE COVER SEE SCHED. FOR NT UNLESS OTHERWISE SHOWN. r SEE SCHEDULE SCALE' �Z: THIS OPEN LATTICE. FOOTING WHERE REOUIRED. FOOTINID CUBE _ TYPE "E" ATTACHED SINGLE SPAN LATTICES SBTRU TYPE "F" ATTACHED MU.LTISPAN E COVE $ TTICEEE SCHED. RSTRUCTURE q $ ' * r �N/ C�337� RAFTE OS E TABLE MAX PRQI. EXP. =31 SEE SCH NOTE: THIS OPEN urn UCT1JitE AND SPACING MAY COVE �� `y-. MAXOF OF SPAN LENGTH OF STRUCTURE VARIES LENGTH OF STRUCTURE VARIES J 1!r SLAB TOM CAMPBELL d ASSOCIATES, INC. IS INTER- MAY BE USED TO CONSTRAIN PA VER SYSTEM O. BY: DURALUM PRODUCTS, INC. NOTE: EACH COMPONENT CHANGEABLE WITH ANY OTHER QE�rr�ED DATE: a SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 31 WAYS COMPONTENT UNLESS OTHERWISE SHOWN. M ALPINE AVE. SACRAMENTO, CA 95828 [91G)AIR-Ml NOTE: EACH COMPONENT IS INTER- TO RAIN SEE REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 CHANGEABLE WITH ANY OTHER SCHEDULE OPEN LATTICE -TYPE COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SCALE NTS BEE SCHED. FOR FOOTING CUBE Siff WE SCARED. FOR FOOTNG CUBE StiE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: BY: E.N.E. TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD = PA VER SYSTEM O. BY: DURALUM PRODUCTS, INC. IAPMO ERA 0195 DATE: a SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE STRUCTURES 10, m a 30 pd HORIZ WIND = M ALPINE AVE. SACRAMENTO, CA 95828 [91G)AIR-Ml 3 OF 33 REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 90,100 8 t t0 MPHSHEET FAz�w-tst9 s�al.onmo�ll ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOFPANEL MAY RED SEE SCHEDULE rF FOR SPANS SEE SCHEDULE OF SPAN l 0. NOTE: NO SPLICE AT THIS POST ANDA END BAYS.' 'O.H ' NOT TO EXCEED 25% SEE SCHEDULE OF SPAN FOR FOOTING CUBE SIZE SEE DETAIL FOR SPLICE HORQ MIND • CHANGEABLE WITH ANY OTHE SHEET20F 33 COMPONTENT UNLESS OTHEF ;R * SQ. POSTS, SIZE VARIES * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 12' SIDE PLATES. SOLID PANEL TYPES OFS�U NT CHANNEL ALUMINUM ATTACHME EE DETAILS — nfE Wt0 6� � IES SEESCHEDULE FOR SPANS ROOF PANEL MIN. 0.25' SLOPE PER FT MAY RED SEE SCHEDULE I rF 'O.H ' NOT TO EXCEED 25% SEE SCHEDULE OF SPAN l OPTIONAL CANTILEVER BEAM SEE SCHEDULE FOR POST SPACING )FFn 3 1/2" SLAB `� ALTERNATE: ATTACHMEM SINGLE POST MAY RED SEE SCHEDULE I WHERE PERMITTED. SEE SCHEDULE .LIVE MAX. KT.= I Z NOTE: NO SPLICE AT THIS POST ANDA END BAYS.' FOOTING WHERE REQUIRED SEE SCHEDULE SCALE: NONE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS II HORQ MIND • CHANGEABLE WITH ANY OTHE SHEET20F 33 COMPONTENT UNLESS OTHEF TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE — SQ. POSTS, SDE VARIES ALTERNATE: 312' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, EE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x 9' STEEL ROD SEE SCHEDULE FOR POST SPACING S% SPLICE AT THIS AT END BAYS. SEE DETAIL FOR SPLICE F SI * SO. POSTS, SIZE VARIES TME PROD E CC OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING ?5% O� ATTACHMENT ALTERNATE: ` MAYBE USED SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE NOTE. 0 SPLICE AT !IS IMAX.T: 1T POST AND AT END BAYWHERE REQUIRED SEE SCHEDULE OOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. W ATTACHED MULTISPAN W/CANTILEVER OPTION t.w t,.� EXP. 1/1� *E! NOTE EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. POF PANEL MIN. 0.25' SLOPE PER FT SCHEDULE FOR SPANS 'O.M' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SO. POSTS, SIZE VARIES 3 12' SLABSINGLE PO; MAY BE USED SEE SCHEDUI TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 12 x B' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. DRAWN BY: EA. . TOM CAMPBELL A ASSOCIATES, INC LOAD •IPATIO R S Y: DATE: IMI/M1290LID .LIVE PANEL 10, 20 6 20 pd OURALUM PRODUCTS, INC. IAPMO ERI 0195 SCALE: NONE OOMMERCUL AND RESIDENTIAL STRUCTURAL ENOINEERINO STRUCTURES HORQ MIND • 6269 ALPINE AVE.. SACRAMENTO. G 96626 SHEET20F 33 REVISED SY: RANCHO CUCAMONGA, CA (961)7!1.2107 90. 1006110 MPH (916)152-7021 FAX40Y/619 WwG0w9hrn.v0. RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C cc 2" X 6 1/2' RAFTER DBL. 2' x 6 1/2' RAFTER 3• D W 90 MPH 100 MPH 110 MPH LL= -r 90 MPH 100 MPH 1 110 MPH r L.L.= T' < u I} r r (PSF) (IN.) ° u gyp, B EXP.0 EXP. B EXP.0 EXP. B EXP.0 TS (IN.) � � Ftp, B EXP.0 EXP. B EXP.0 EXP. B EXP.0 MAX12'-0' 10'-r 10'-9' 91-6' 9'-9" 8'-8' 16'-10" 14'•10" 15'-Y 13'-4' 13'-9' 12'-2' ��• 02,, 18' 14 8' 14'-8" 74' 6' 14' 8' 14'-0' 13'-1' 024 16• 19 8' 19 8' 19 �" 79 8' 19 �' a e.s :ar o4r .024 6.5• .03r 24, 9'-10" 8' 8" 8'-10' T-9' 8'-1' T-1' 24, 13'-9' 17-2" 17-4' 11'-0' 11'.9' 10 -0' 11'•9' 11'-9" 11'-9' 11'-9' 11'-9' 10'-8' 16'-1• 16'•1• 16'-1' 16'-1• 18'-1' 16'-0- 14'-1' 14'-' 17-8' 13'-1' 11'•6" 16, 22'-6' 19'•10' 20'-3' 17'-9' 18'-4' 16'-2' r: 8• RAFTER r . 8 12• RAFTER DBL. r r 8 1T RAFTERS 18' 7 8' 6' 18' 6' i 8'$' 18'$" 18' 8' 1 T-6' 26'-0' 26'-0' 26'-0' 2(6-0' 26'-0' 24'-r ALUM. ALLOY 300441 ALUM. ALL or 3004.116 ALUM. ALLOY 7001-FQ 10 .032 13'-1" 11'-r 11'-9' 10'-0' 10'-0' 9'$• 10 .032 14' 16'-3' 16'•r 14'-r 15'-1' 13'-3' OR EQUAL OR EQUAL OR EQVAL 14 SEE NOTE BELOW 1k SEE NOTE BELOW 24• 15'-1' 15'-1' 15-1' 15'-t' 15'-1' 14'-3' 2' 21'-2' 21'-Y 21'-2' 21'-2" 20 -1' 0'-10' 18'-8' 78'-9' 18'-r 1T-1' 15'-1' 28'-0' 28'-0' 23'-3' 24'-1" 21'-Y 3' x 8' RAFTER 18" 22'-Y 27-2' 27-2' 27-2" 22'-2' 21'-Y 0423' 31'-3' 31'.9' 31'-3' 31'-3' . 10' -T- 90 MPH 100 MPH 110 MPH 042 1T-1' 15'-1" 15'-4• 13'-r 14'-0' 12'3' 21'•2' 21'3" 19'-1" 19'-0" 1T3' (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. 8 EXP.0 24" 18'-2' 18'-Y 18'-2' 18'-2' 18'•Y 1T 4' -r 25'-7' 25'-r 25-r 25-7' 24'-4' 16' 23'-0" 20'-3' 20'3' 18'-2' 18'-9" 16'-7' 16, 12'-0' 10'-r 10'-9" 9-6* 9'-9' 8'-0• 14'-10" 15'-2' IT -4- 13'-9' 17-2"10 .042 26'-10' 28'-10' 26'-10' 26 -10' 28 -10' 25-1' 024 12-0 72'-0' 17-0" 12'-0' 12'-0' 11'-r 0243' 18'-3' 16'.9' 18'3" 18 3' 15'-9' 16'-9' 16'-7" 16'-10' 14'-10" 15'4' 13'-7' 9'-9' 8' B' 8'-70' T•9' B'-1' 7'-1' ' 12'•2' 12'4' 11'-0' 11'-3' 10'-0"24' 22'-0" 22'-0' 27-0' 22'-0' 22'-0' 20'-0' 24" 9 9' 9' 9" 9 9" 9'-9' 9'-9"13 4' 13' 4" 13'x' 13'x' 13'-4 12'-101 16" 22'-Y 20'3• 20'-8' 18'-2 18'-9' 16'-7' 18, 15'-3" 14'-1' 14'4' 12'-0' 13'-1' 11'-0' 16, 21'3' 19'-10' 20'3' 17'-9" 18'4" 16'-2' 27-2' 22'-2' 22'-2' 22'-2- 22'-Y 21'-6' 75'•3' 15'-3' 75'-3' 15'3' 15'-3' 14'-9' 21' 6" 21' 8' 21' 6' 21' 8' 21' 6' 20'-9' 20 042 24• 181-Y 16'-7• 16'-10' 14'-10' 15'-4• 13'-7' 20 .032 24' 14'-7" 11'-r 11'-9" 10'-4' 10'-0' 9'-6" 20 .032 24' 17'-r 78'3' 16'-7' 14'-r 15'-7' 13'-3" 18'-2" 18'-2' 18'-2' 18'-2' 18'-2' 17-.r 12'-0" 17.6' 17-0' 12'-6' 12'-0' 12'-1 • 17'-7' 17'-r 1 T -r 18' 19'-4' 19'-4" 19'-4" 18'-2• 18'-9' 16'-r 18, 18' 4• 18'-4' 18'-4 16'-7" 7T-11 15'-1' 16, 5'-10' 25'-70' 25'-10' 23'-3' 24'-1' 21'-Y 30 .042 19'4' 19'4• 19'-4' 19'x' 79'4' 18'-10' 18'x' 16'4' 18'x' 18'4" 18'4• 1T-9' .042 25'-70' 25'-10' 25-10' 25'-10' S'-10' 25'-1' 24' 15'-10' 15'-10' 15'-10- 14'-10' 15'•4' 13'-r 042 24' 15'-1' 15'-1" 15'-1' 13'-r 14'-0" 12'-3' 24, 21'-2' 21'•2' 21'-2' 19'-1' 19' 8' 1T-3' 150 15'-10 15'-10" 15'-10 15'-10' 1 ' 8' 15'-1' 15'-1' 15'-1' 15'-1' 15-1' 14'-T 21'-2- 21'-2' 21'-2' 21'-2' 21'-Y 20' 8' 10' 8' 70'-8' 10'-6" 9' 6' 9'-9' 81-8' 14'-2' 14'-2' 14'•Y 13'-4• 13'-9' * NOTE: SINGLE RAFTERS SPACED 18' O.C. MAY AL 16' 1a-0' 10'-6' 10' 8' 10' 6" 70' 8' 10'-Y 16' 14'-2' 14'-Y 14'-Y 14'-2' 14'-2" 3'-10• 32"O.C. WHEN DOUBLED AND SINGLE 24' O.C. MAYBE USED AT 48' O.C. WHEN D ��Y ► 24 24• 8'-r 8'-r 8'-r 7'-9" 8'-7' T-1' 024 24" 11'-8' 11'-8• 11' 8' 1�0110'-0' 8'7' 8'-7" 8'-r 8'-r 8'-r 8'-4' 11' 8' 11'$$ 11'x' FOOTNOTE: 'SAMPLE' B 13'-3" 13'3' 13'3" 12'-8- 13'-1' 11'-0' 18'$' 18'-0• 18'-8' 17'-9' 18'4' 16'-2' 16' 13'-3' 133' 13'3' 13'3' 13'3' 13'-0' 16' 18' 8' 18'$' 18'$' 18'$' 18'3' FIGURE INDICATES ►�---- 03 30 .032 ATTACHED FIGU LCAT 1 379 24. 10'-10" 10'-10" 10'-10' 10'x' 10 8" 9'-0'. 24, 15'-3' 15'3" 15".3' 14'-r 15'-1' 13'-3' FREE NCP- 0331 10-10' 10'-10" 0'-10' 10'•10" 0'-10" 10' 8' 15'3' 15'3" 15-3' 15'3' 15'3" 1S-0' 16'-1" 16'-1' 18'-1' 18'•7' 16'-1' 15'-7' 27-r 27-r 27-r 22'-r 22'-r 21'-2" PROJECTION 16• 16'-1• 18'-1' 16'-1' 16'-1" 16'-1" 15'-8' 16" -r 27•r 22'-r -T -T -0' O.H. SPAN . y�/�. 2 24' 13'-2' 13'-2" 13'-2" 13'•2' 13'-2' 12'3' .042 24' 18'-8' 18'-6' 18'-6' 18'-8' 1 T-3' vP' ^• 13'-2' 13'-Y 13'-2' 13'-Y 13'-2' 12'-9' 18 8 18 8 16 8 18 8 18$ 1P A OVE PATIO CM PRODUCTS, INC. TRIBUTARY WIDTH TABLE COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGIN RAJ=TER SANS — CLEAR SPAN (FT.) SCALE: NONE RANCHO CUCJUbN0& CA (951) 741.2107 O.H. 6 7 6 9 10 11 12 13 14 15 1 16 17 76 19 20 21 h 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 TRIBUTARY TRIBUTARY= 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 WIDTH 12 SPAN . O.H. 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 9' _ f • + NOTE: TRIBUTARY ON MULTIPLE SPANS IS9 4 9 10 10 11 11 12 12 13 13 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 11 I 11 1 12 1 12 1 13 1 13 1 14 1 14 1 15 1 15 18 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD s 10, 20 L A pd A OVE PATIO CM PRODUCTS, INC. LAIW ER0 0186 DATE 1d0120i2 COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGIN RAJ=TER SANS HORIZ WIND • 6289 ALPINE AVE.. SACRAMENTO. CA 95826 SCALE: NONE RANCHO CUCJUbN0& CA (951) 741.2107 90, 100 6 110 MPH (910)462.7041 FAX 4011519 p1�duMen.cvm SHEET7 REVISED BY: MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TOM CAMPBELL a ASSOCIATES, INC. 4 TABLE 1 4 TABLE 2 5 OATS 10A1R0+2 TABLE 3 MMUMUM 6 DURALUM PRODUCTS, INC. (2) 2"x6 Y" AND 3 WALL HANGER, 3"x8" AND 3 3 4 4 EXTRUDED AND 3"x8" WITH 5 SHEET 6 OF 39 7� 6Y2" ROLL FORMED HEADERS STEEL HEADERS 2 STEEL INSERT HEADERS 3 3 > 4 > 5 NUMBER OF NO. 14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT NUMBER OF NO. 14 TEK OR SMS SCREWS 6 �c 6 OF WALL HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH 4 4 5 5 m 6 m; 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. 8 EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 4 3 8- 4 5 5 6 5 3 3 3 4 4 5 5' 2 3 3 3 3 4 5 2 2 2 2 2 3 3 3 4 4 4 4 5 4 2 3 3 4 3 4 6 21__- 22 3 3 3 2 6 3 4 4 4 4 5 6' 2 3 3 4 3 4 6 2 2 2 3 3 3 3 4 3 4 4 5 5 6 3 4 3 4 4 5 7 2 3 3 3 3 4 6 7' 3 TOM CAMPBELL a ASSOCIATES, INC. 4 LIVE LOND = 4 5 OATS 10A1R0+2 5 MMUMUM 6 DURALUM PRODUCTS, INC. 7 3 NOfE REVISED BY: 3 3 4 4 90.100 a�o � 5 SHEET 6 OF 39 7� 2 3 2 3 3 4 5 5 6 6 7 3 4 4 5 5 6 2 3 3 4 3 8- 4 5 5 6 5 7 8' 3 4 4 5 4 6 8' 2 3 3 3 3 4 6 5 7 6 8 4 5 4 6 6 7 3 3 3 4 4 9' 4-5-5- 5 5 6 6 8 9' 3 4 4 5 5 6 9' 3 3 3 4 4 5 6 6 8 7 9 4 5 5 6 6 7 3 4 4 4 4 10 5 6 6 7 7 9 10' 4 5 5 6 5 7 10 3 3 3 4 4 5 7 7 8 8 10 4 6 5 7 6 8 3 4 4 5 5 11' S 6 6 8 7 9 11' 4 5 5 6 6 8 11' 3 4 4 4 4 6 8 7 9 9 11 5 6 6 7 7 9 3 4 4 5 5 12' 5 7 7 8 8 1 12' 4 6 5 7 6 8 12 3 4 4 5 5 6 8 8 10 9 12 5 7 6 8 8 10 4 5 5 6 5 13' 6 7 7 9 9 1 13' S 6 6 7 7 9 13' 3 4 4 5 5 7 9 8 11 10 13 6 7 7 9 8 10 4 5 5 6 6 FOOTNOTE: 'SAMPLE' NAL-, FIGURE INDICATES ATTACHED Y FIGURE INDICATES FREESTANDING Cj �0 FAN BEAM ►- — r --FAN BEAM (19'-0' MAX SPAN) .� P. 03/31 2' FAN BEAM �4P2 3 HEADER G� i CEILING FAN AND/ T=.075' 2 /2' 21/2" 2' XxORLIGHT 0 lbs. TYP. (MAX 30 Ibs.S.D.S. SCREW #14 x 3 1/2' S.D.S. SCREW FAN BEAM AT BEAM AT HANGER CHANNEL ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL ORAVM BY: Ex TOM CAMPBELL a ASSOCIATES, INC. LIVE LOND = PATI COVER SYSTEM AS MFG. BY: IAPMO ERI0196: OATS 10A1R0+2 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENQINEERINQ MMUMUM 10, 20 DURALUM PRODUCTS, INC. NOfE REVISED BY: RANCHO CUCAMONOI� CA (961) 741-2107 REQUIRED COLUMNS 90.100 a�o � �o AVE. sA3.1519 ro. CA Sesta SHEET 6 OF 39 452-ALM (910)16I.70I1 FAX403-1519 Wu�ArMm.00m COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT= 10' j73 ---r2"–{ MAX. HEIGHT C = 10' 3.00' SQ. G=3'Sa.xl=.188' 3.00"SQ. 24• Filo SMS 3.00" SQ. 032'. � H=3'SO.xt=.25• F . SE =3'SOzt=.313'1 6.5' 3." O J WSCIJ&.188' `7�iJFr- 14 R K =4'S xt=.250• .032' TYP. 048'STEEL= l O5/8' PLASTIC PLUG 28" O O 3.0' OR 4.0' 3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST SQUARE WITH SIDE PLATESOD 3" SQ. STEEL POST 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 - ALUM. ALLOY 3004-H38 ALUM. ALLOY 6063-T6 ASTM A500 GRADE B ALUM. ALLOY 3.00" OR2� 0- L 6063-T6 2.40" rL 7/16.0 HOLE t""T � 1.375" FOR 3/8' MB •56' 2 FLANGES 2 1/8* APART 0 .75" ASTM GRADE 36 STEEL 1.125• 25' - INSTALL 1 ' x t}S• x X' HDG _ WASHER PLATE AT ANCHORS 75 75� BASE FLARES t5T TO 3"WIDE EA. 1.60" T1 P SIDE OF FLANGES 1.5 .090" TYP. USE FOR m rFOR ALL 1' x 1 4'x J�' HDG 1-7/16'0 HOLE SHER PLATE AT ANCHORS 8 2-3/B' HOLES t 10 MPM (i 2- 5/18'0 HOLES TYP. EA. SIDE ALUM "T" BRACKET STEEL "T" BRACKET 5 , aOXO`Fc,`yYr wq�` V .O C x * ~ No. C37948 ;P it �Cj� c`.M ALUM. ALLOY 6063-T6 "H" BRACKET (4}SDS 25412 J J 3 #14 SDS, N 3 PER SIDE 3' x 8" ALUM` RAFT. BRACKET, t 3" x 8" ALUM. HEADER — _'HEADER BRACKET_nJ DRAWN Br: EN. TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN/ LIVE LOAD " 10. 20 a �0 PATIO COVER SYSTEM . BY: DURALUM PRODUCTS, INC. IAPMO ER! 0196 DATE., 11=12 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO POST TYPES pd MOR1Z NAND " l(9l6)4fi2-7Ml 6289 ALPINE AVE., SACRAMENTO, G 96826 REVISED BY: RANCHO cuGuoNcsA G 1961> T!t-21oT 9o, 100 a 110 MPH FAX 403-1619 salm®Eunxxnovn SHEETS OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50 .01 c i �i 'i .281' 4 $ WALL FASTENERS ALUM.ALLOY SEE TABLE 60 0605 83 T6 1.751 O O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLET R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA. SIDE OF RAFTER (2 PER RAFTER TO BLK'G) ALUM. PANEL 2X OR--/ 3x ALUM. RAFTER FASCIA BOARD EXIST ALLOWABLE PROJ. EXISTING E SEE TABLE BELOW OVERMAN( (24' MAX.) EXISTING EAVE CONNECTION RAFTER WALL FASTENERS SEE TABLE 2512 0' 014 SMS ® PANEL LOCKS OR $8 SMS AT EA. CONTACT DESIGN 16' O.C. CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 CONTINUOUS M RAIL ROOF PANEL (WHERE OCCURS) 2' x 4' FULL ALU6063-TT6Y 18' A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER. 24' O.C. MAX. 014 SMS 0 EA CONTACT B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' WALL CONNECTION O 2.740" #14 SDS ' ® 8' O.C. 04'T=,060" w IV �6• WALL FASTENERS SEE TABLE , O SEE PAGE 33 FOR A ALUMALLOY APPROVED ROOF PANELi 6083-T6 I.R. HANGER I L HANGER I RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WINO AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A 8 8 C D D E E F 100 A B B C D D E E F 110 A B B C D D E E F 2' x 4' FULL DESCRIPTION OF LAG SCREW SEE NOTE BELOW 18' A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER. 24' O.C. MAX. wo B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' wZ C=SDS25412 AT EACH STUD, 16' O.C. MAX. �-uj Na N� 0=3/8'0 x 4' LAG SCREW AT EACH STUD 'E=3/8'0 x 1 1/8' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE ATTACHMENTS 'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 22'-2' 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1 EXIST. RAFTER OR 1 12' ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) WIND SPEED (MPH) AND EXPOSURE 90, C 100, C 110, C 2' x 4' FULL 24' O.C. 18' 19 -2' 15'-3' 12'-4' 24' 12'-8' 9'-10' A 2"x 6'18* NOTCHED 24' O.C. ATTACHMENTS 26'-(r 22'-2' 18'-1' 24, 181-8• 14'-9' 11'-10' 2'x8' FULL OR18, 25x8' NOTCHED 24" O.C. 26'-0' -0 26'' 26'-0' 24' 18'-8' 22'-9' 18'-7' 25x8' FULL OR26'-0' 2"x10' NOTCHED 24. O.C. 1 26'-0' 26'-0' 24' 26'-0" 1 26-0' I 2414' NOTE: (A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE B IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. 1. EXISTING ROOF OVERHANG DESIGN LOADS: RDL - 3 psf (MIN) TO 8 psf (MAX) RLL = 20 330 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psl. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, 3 30 psf 10# LL.=(2)114 SMS EA. SIDE 20W3ONL.L.=(2)x14 SMS EA. SIDE U -BRACKET 1 1/4' _ ��3/4' OR 1 12' I I 2'x61/2'OR S - MIN. 3'x8' ALUM. RAFTER I 3/4' OR 1 1/2' EXISTING WOOD STUD FRAMING 1 8' Il'- No. Y'mP. NOTE: PROVIDE WATER PROTECTKxt METALFLASMINO CAULK JOt S AND SLOPE r— TO DRAIN FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE N 'L' 11 2,6 OR 2,8 LEOGE71 2 EACH 1/4'0 x 112' LAG SCREWS LL =10 pd 2 EACH 7/18'0 x 112' LAG SCREWS LL. -20 AND 30 peffl E2. Wim. W4x1 3W(2' MIN. PENETRATION INTO EXISTING PATIO COVERWOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE;BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE'SIKA ILAR 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 DRAWN SY: E.N. DATE. 16012012 TOM CAMPBELL 3 ASSOCIATES, INC. HANDER CHANNEL LIVE LOAD" 10, 20 t0, 20 630 pd PATIO VER TEM : DURALUM PRODUCTS, INC. IAPMO ER/ 0196 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET WIND " M89 ALPINE AVE. SACRAMENTO, G 96626 REVISED BY: RANCHO CUGMONOA, G (961) 741-2107 ATTACHMENTS -90,1003110 MPH (916) 4a2-7021 FAX403-1519 pls�dunIt- SHEET 9 OF 33 COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS ' CUBE FTG. 18• ALUM.'rSRACKET USE WITH 12" 20' 21' SQ. 12* 'r BRACKET I POST TYPE B.C.D. OR E 16' STEEL POST ONLY: 28' SQ. 20' 3 -SO. POST W/ STEELTBRACKETUSE WITH 23' USE POST TYPE (3}68'080LTS 25' (2}:12 SMS EA POST TYPE B.C.DJ:.P.G.H.J OR K 28• F, G, H. J OR K FOR POST TYPE J 30' OF POST OR 3' SO. POST ALUM.TBAACKET: 3r 36' 5 r SQ. 34' 1/4' M.B. THROUGH USE E(� �}yvB�'00 WIX BOLTS OR EQUAL 3r 40' 4 39' POST g1�LTBRACKET; 1R DEPTH OF 1 aa• (2}1/70 BOLTS 'INSERT SEE NOTES BELOW USE 12}38 0 NRn KWIK FOOTING I CONDITIONSALLER 4 5' x .188' (2}1/4'0 POWERS WEDGE- BOLTS OR EQUAL 17 MIN. EMBD. I , MB ASTM A38 JPOSTSIDE BOLTS+. OR EQUAL, EACH 2 ii• EMBEDMENT DEPTH : :: STEEL BRACKET TO SLAB. MINIMUM FOR xWIK BOLTS) ; I '•{: I 1 I '� T.O.C. DISTANCE TO EDGE OF SLAB = 4' OR r, ' I •,r TO CRACK = 10' NEW A ' �r w ASTM A572 STEEL (1 �' MIN. EMBEDMENT) ,• G < U) W 0. DE TH a (t/2'OM.B.� i'��::;� .•� t u 3/18 SLAB SHALL BE IN POURED CONCRETE LONG. 1' ' ��� :. , ,.. rn uj GOOD CONDITION FOOTING 9EE NOTE FROM OF POST L�:�'.' O = 3' SQ. POST (STL) - - OR FLUTED 3 1/2' MIN. POURED SQUARE, SEE FTG. OR 4' SO. POST (STL.) SCHW ��NG QU _ CONCRETE SCHEDULE IN BEAM INSERT BEAM! TABLE FOOTING SPAN TABLE SQUARE POST EMBED. PL.5/B'THK. --- ---' EXISTING SLAB 7 3' SQ. POSTS TO CONC. FOOTING 8 INTO FOOTING 9 _ _ t 117 a• 1 1/2' ATTACHED ALTERNATE FTG. CUBE SIZE SO. 1(r DEEP ' CUBE FTG. 18• 18' so. 12" 20' 21' SQ. 12* 22, 25' SO. 16' 24' 28' SQ. 20' 26' 32' SQ. 23' 28' 35' SO. 25' 30' 39' SQ. 28• 3r 43• SQ. 30' 34• 4r so. 3r 36' 5 r SQ. 34' 38' 55' so. 3r 40' 60' SQ. 39' 42' 64' SQ. 41' aa• 69' SQ. 43' ' CUBE FOOTING W 4• SLAB ATTACHED ONLY - FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' d 24' CUBED (2}1?0 3 1/4' 25'- 30' CUBED (4}12'0 3114' 31' - 34' CUBED '(4)-' ' 4. 3S'- 39' CUBED (4)•,v4-0 4 314' 4D' - 4r CUBED (4)-/4'0 4 3/4' NOTES: BOLTS SHALL BE HILTI KWIK SOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED ALTERNATE FREESTANDING FOOTING WELDED STEEL BASE PLATE NOTES: BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM 9' SQ. x 5/8' B, C, D, F, G, 8 H FREESTANDING BASE PLATE ANCHOR Wn BSER�T, MAG BEAM, 4' OR 2. POST TYPE E BASE PLATE ANCHOR BOLTS (SIZE d TYPE) INSTALL WASHER PLATE. 7XX*X5X*AT 18' DEEP 20' OR LESS STEEL T BRACKET. 4'-7" SQ x (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS 9'x9'x 5/8' STEEL PER I.C.C. ESR -1917 DR EQUAL 3. POST TYPE F DO NOT USE STEEL T BRACKET W/r I•REAM, (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 �J5\RAY O a. C37M \ 03131/p DRAWN BY: Ell TOM CAMPBELLd ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: VPMO ER/ 0195 DATE 10012012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10.20 8 30 pd OURALUM PRODUCTS, INC. SCALE NONE REVISED Br. RANCHO OXAMONG , CA (eat) T41.2107 AND EMBEDMENTHOR2 WIND - 9o.100 s 110 MPH SMALPINE AVE.. SACRAMENTO, CA 96M (016)462-7D21 FAR 40.'-1519 aeN"®duMum aom SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52' .61" GUTTER EXT. CLIP GUTTER EXT. CLIP IF —13.00" SQ. 2.00" 1.79" SPLICE WHERE OCCURS SPLICE WHERECUR SPLICE WHERE BURS DATE: 10101/2012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL EN09VEERIHO BEAM TYPES HORZ WIND • SM ALPINE AVE.. SACRAMENTO, CA 96028 SHEET 11 OF 33 4.a• ms TYP. RANCHO CUCAMONCiA CA (951) 741-2107 Eo 2.5r 4.6' ( B 15) 457-7021 FAX 403-1519 Wim@dunhm.00m 14"R 2.19" 2•04• ow TYP. 2.oe" 2.04 TYP. �. 7 7• ASTM A653 GRADE 40 .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-H36 O ALUM. ALLOY ALUM. ALLOY 6063-T6 6063-T6 O O ALUM. ALLOY 6063-T6 O 6.5" ROLLFORMED 4.5" GUTTER _ MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAME 4" _ _F_ �'P�• . SPLICE SPLICE* C3794 8 CRS -Ar C 4' ) * .02- 8.01 OCCURS oo• o„3oar T070 110" .oar TYP.. ar M. ALLOY 36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL I SUM -1 ALLOY 3004406 ALUM. ALLOY ALUM. ALLOY OR EQUAL J J O 6063 -TB O 8063.78 O K 4" I -BEAM 7" I -BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM 3" MAX. 3__T ' 9' �' MAX. 3" B5' �E _T 375' I —� .042" .042* .042' T -12 OR 14 GA. T . 0.12s 7.8 5' ASTM A553 GRADIi 50 6.656' Aa 8" uM ALLOY eosin ALUM. ALL 3oa H35 ALUM.UALor J004.H96 � I .375' OR EQUAL OR EQUAL 25' ALUM. ALLOY 300"M —1 2.875' F� I-1.75•—� . I OR EQUAL OL EAM 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ BBLL3 x 8 S INSERT O STEER NSERT O SPLICE/ INSERT O DRAWN BY: E.H. TOM CAMPBELL a ASSOCWTES, INC. LNE LOAD = 10, 20630 Dd PATIO COVER SYSTEM AS M DURALUM PRODUCTS, INC. IAPMO ERI 0195 DATE: 10101/2012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL EN09VEERIHO BEAM TYPES HORZ WIND • SM ALPINE AVE.. SACRAMENTO, CA 96028 SHEET 11 OF 33 REVISED BY: RANCHO CUCAMONCiA CA (951) 741-2107 90, 100 6 110 MPH ( B 15) 457-7021 FAX 403-1519 Wim@dunhm.00m (WOOD. ALUM. OR HARDBORD ) 4aY14 x 1/Z' S.M.S. EACH SIDE OF 3' Sd POST (lFTOTAL ALTERNATE: 114'0 T W/ WASHER EA SIDE OF 3' SO. POST O I 3' SO. POST 2.35' 4-g14 x 1/Y S.M.S. EACH SIDE OF 3' SO.POST &TOTAL ALTERNA : 1/4'0 T WI WASHER EA. SIDE OF 3' 50. POST BEAM TO ' POST CONNECTION DETAILS x 8" x .042" BEAM, "SO. STEEL OR IAG BEAM. @ 90 MPH - USE (4)-#14 SDS @ EA- SIDE TOP & BOTT. TOT.=16 @100&110 MPH -USE (6)-#14 SDS @ EA. SIDE TOP & BOTT. TOT.=24 X W ALUM. OR TEEL POST "L" FASTENERS V-0" 4 - #14 SDS T -O" 6 - #14 SDS T-0' 12 -414 SDS FASTENER SPACING = 3/4' #14 x 1R' S.M.S. TOP 8 BOTT. (2}TOT. ROOF PANEL ROLLFORMED OR — EXTRUDED GUTTER 014 S.M.S. @irO.C.- FASCIA 6 1/2 x2 )L024 - FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES AT OVERHANG 41 FASTENER 81R - 0o GROUP 00 ALUM. BRACKET X 2' 1' 'L' SEE TABLE 15 RAFTER "TAIL" TO GUTTER 3.ar 3' SO. POST DR .zao �— A - 2 GUTTER FASCIA MAG BEAM } 3' SO. POST 13 A� stn 3.125' FOR 3 x RAFTEI TUk _ x TTM 3'SO. STL. BEAM BEAM TO POST 10, 20 1130'; H - BRACKET TO POST UPMO EILt 0186 DATE: f OA1Q012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENOLNEERING No. C37848/ . WIND INDA�H 8289 ALPINE AVE., SACRAMENTO. CA 96828 SHEET 13 OF 33 REVISED BY: ALUM. ALLOY 3105-H25 tOORU P. 03/31X 6063-T6 1.50" 1.50" 1 1/2" El t = .040" @ .28" f� " " 1 1/2" SO., 2* SO.. 018" OR 2'x3' LATTICE #8 x 2'SMS, 2 112. 3' O.C. MIN. TYP. UP TO 6'O.C. MAX. (4) - x SCREWS P2 OR 3 1/2', TO AF BRACKET TO RAFTER CK O �1/2' MIN. 1 1/2" SO. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 RAFTER O �.}�_ .,: O c: . .750 y_ •018 (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS P 17 BRACKET TO BEAM 18 ,2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER ':. r "U" BRACKET - RAFTER TO BEAM L7 LOAD • FATI ER SYSTEM MFG. BY: DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCATES, INC. BEAM TO POST 10, 20 1130'; DURALUM PRODUCTS, INC. UPMO EILt 0186 DATE: f OA1Q012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENOLNEERING ATTACH94E . . WIND INDA�H 8289 ALPINE AVE., SACRAMENTO. CA 96828 SHEET 13 OF 33 REVISED BY: RANCHO cxJGA4OfJciil CA (861) 741.21QT tOORU (916)462.7021 FAX403-1510 UOM lxMxn.00m SIMPLE SPLICE SPLICE DETAILS FULL MOMENT (a Tor. S.M.S. (e II 1112 S.M.S. TTYP THICKNESS = .035 (24 TOT II „ 6 �, TYP. THICKN OSS = .035' II � II ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063 -TS FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. r— 3• 1 TOTAL= (6}1/2'0 BOLTS I I SPLICE WHERE 4• OCC<1R3 .070• TYP. ALUM.ALLOY 5063-T6 4" I -BEAM aC `f t` MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHI Occuw ALUM.ALLOY 6063-T6 7" I -BEAM MOMENT CSPLICE BEAM TO POST DETAILS 12 r=_=1 )#10 S.M.S.@ E0. ALLEY, TYP. wNE W NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (6061 -TB) ALTERNATE SO. POST,CONNECT WEB STL. C -BEAM TO POST W/ (2) - 5/8' 0 THRU-BOLTS ® 4- I -BEAM, 10`1 A' SO. POST AND BSO THRU BOLTS 1,AZZ �My C BEAM TO POST CONN. D. C37948 K03/31 /- ROOF PANEL AT T I -BEAM: AOD'C' SPLICE X 18' LONG AT ALL COLUMNS - (CENTER AT COLUMN). SECURE TO I -BEAM W/ 8414 TEK SCREWS EQUALLY SPACED - 1' FROM ENDS. POST. SEE SCHEDULE #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8' O.C. MAX. STAGGER IN BEAM FLANGE 4'x3' AL'UM.'I' SM. OR — Tx4' ALUM. 'I' SM. (4)-1/4'0 M.B. BEAM TO BRACKET 2- 3/6'0 M.B. THRU STL.'T' BRACKET TO POST. ALTERNATE BEAM TO POST CONN. DRAWN BY: E.H. 1.00" 0 2.r 0 0 0 0 LIVE LOAD . PA ER SYSTEM AS MFG. BY: 16 1' aC `f t` MOMENTCSPUCE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHI Occuw ALUM.ALLOY 6063-T6 7" I -BEAM MOMENT CSPLICE BEAM TO POST DETAILS 12 r=_=1 )#10 S.M.S.@ E0. ALLEY, TYP. wNE W NOTCH I -BEAM FLANGE I -BEAM ALUM ALLOY AS NEEDED TO CLEAR (6061 -TB) ALTERNATE SO. POST,CONNECT WEB STL. C -BEAM TO POST W/ (2) - 5/8' 0 THRU-BOLTS ® 4- I -BEAM, 10`1 A' SO. POST AND BSO THRU BOLTS 1,AZZ �My C BEAM TO POST CONN. D. C37948 K03/31 /- ROOF PANEL AT T I -BEAM: AOD'C' SPLICE X 18' LONG AT ALL COLUMNS - (CENTER AT COLUMN). SECURE TO I -BEAM W/ 8414 TEK SCREWS EQUALLY SPACED - 1' FROM ENDS. POST. SEE SCHEDULE #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ 8' O.C. MAX. STAGGER IN BEAM FLANGE 4'x3' AL'UM.'I' SM. OR — Tx4' ALUM. 'I' SM. (4)-1/4'0 M.B. BEAM TO BRACKET 2- 3/6'0 M.B. THRU STL.'T' BRACKET TO POST. ALTERNATE BEAM TO POST CONN. DRAWN BY: E.H. TOM CAMPBELL ASSOCIATES, INC.BEAM LIVE LOAD . PA ER SYSTEM AS MFG. BY: UPMO ERI 01% SCALE: NONE COMMERCIAL AND RESIDENTIAL I 9TAUCTURAL ENGINEERING SPLICE OETAILg 10.20 d 30 p"! DURALUM PRODUCTS, INC. REVISED BY, NCH RAO CUCAMONGA. CA (%1) 741-2107 D - 80 1, Op 6 HORLL 1I IO MPH AVE, SACRAMENTO. CA 968M ( ,S2 7021 FAX 403-1519 sC unsk m.00m SHEET 12 OF 33 A^49 1 1 AAA \AnLJ ATTAi%LJCn nOCKI ) Arr)r'C rnvGRQ 19' OR I FSS EXP. R & C I -w�-•�z��.u"Emil 0 1117=1111. MMS►"1111111F1111 rMINES w.cR.� 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM OR 3"x8"BEAM. EACH w/ A 3"x8" STL. INSERT > 10'-6" 10'-9" 28 G 23'-2' 35 J MAX.POST SPACING 32'-8' 38 J MIN. MAX.POST SPACING o MAX.COI. MAX.POST MAX -POST MIN. SPACING SPACING MIN. M FST MIN. MAXFOST MIN. MIN. I FTG. FTG. FrG'' FTG. SPACING FTG. POST FTG. SPACING FTG. POST FTC'• POST a 5 C1 FREESTANDING SPACING ON SLAB* (SPAN) FTG. (IN.) POST TYPE FTG. (IN.) (SPAN) pOST FOR OBI. FOR X B' POST (IN.) TYPE (IN.) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN-) TYPE AND ATTACHED WILL 90 MPH p0.t00 6 0 MPH 82 FAX (9 - 10'-3`0,-3" 14'-3" 31 H 1921 15'-715 29'-1 37 J B 2224 10'-6"10'-6. 10' 910, B 1921 23 B 2527 32 9' 3' 9' 9" 30 8'-7" 9'-1" 27 G 2 C 51 5' 13'-7" B 7" 13'-3" 30 H 19'-0" 33 9' 71 � 23' 2" B 32' 8" 30 8'-7" 9' 1" 29 7'$" 8'-2" 26 F 19'-o 35 2T-8" 39 K 20 14'-3" B 22 9' 3" 9'-9' B 2022 20'-4' 2528 29 -29'-10" 2931 E 6, 6' 11'-4" 9'-0" B 22 14'-3" 17' 1" 34 J 25 9'-3' 9'-9' 25'-10" 38 K �" C 8'-6" 28 11' 8" 29 Gjr� C 24'-4" 35 J 9' " 9'-2" 8' 6' 30 20 13'-3" B 23 8'-7' 9'-1" B 20 19'-0' 26 2T-8" 29 E 7' 7 9'-8 9'-2" B 22 13'-3' 23' 2' 35 J 25 8'-7' 9'-1" 8'-2" 30 22 19'-0" B C 28 27'-0" 6 8" �" 6'-5" 6'-9' 29 G 32 15'-3' 33 I 3'-2" 37 ' GJ 8'-9" 21 12'-4' B 24 T-8' 8' 2" B 21 1T-1' 26 25'-1 30 F 8' 8' 8'�" 8' 9" B 23 12'-4" 21'-3" 36 (� 26 Tom" 8'-2' 7'-7" 29 22 1T-1" i 29 25'-10" 34 J 33 E 7'-7" 31 H 8'-0" 6'-0" 6'-5' 31 H 5'-8" 6'-2" 30 G 22 11' 8' 13' 6" 32 I 24 T 3' 7'-9" B 21 16' 1" 2729 24'2 3133 F 91 9' 7'-7" 8' 6" 13' B 24 11' 8" T 4" 32 B 26 7'-3" 7'-9" 9'-5" 32 I 5'-8" 6'-2" 30 I 23 16'-1' C �" 19' 8' 35 1'2" 2224 10' 9; 2426 6'-8" T4 B 2123 15'-15 2730 23'-23 3134 F 10' 10' 6'-9" -2" B 0' 9" B 6 �" 4" J' E -2" 8'-0" 23 10'-2" 25 6'-5" 6' 9" B 21 14'-7' 28 21'-3" 31 11' 11' 6'-2" 8'-0" B 25 10'-2" B 27 6' S" 5 9' 23 14'-7" C E 30 21'-3" 34 7'-7" 23 9'-9' 25 6'-0" 6'-5" B 22 13'-6" 28 20'4" 32 F 12' 12L5,. Tr B 25 9' 9' B 27 6'-0" 6'-5' 24 13' 6' C E 30 20'-4"35'�" 23 9'-5" C 25 5' 8' 6' 2' B 22 12'-1 28 19'-8"32 F 13' �• B 25 9' S' B 28 5' 8' 6'-2" 24 2' 10" 31 19' 8' A^I '\%M 1 r -elf, 35 r%/n in O i, -w�-•�z��.u"Emil 0 1117=1111. MMS►"1111111F1111 rMINES 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 • 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' 1 FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. ARI. IV rVR I"IIR..RCUp�.�CCJIMv.nV w.cR.� 10'-3" 28 H 15'-7" 31 H 10'-6" 10'-9" 28 G 23'-2' 35 J TOM CAMPBELL d ASSOCIATES, INC. 32'-8' 38 J LIVE LOAD - 10, 20 a 5' 5, IAPMO ERA 0195 0' 3' 30 G FREESTANDING 15' 7" 33 J 10' 6" 10' 9" 30 H 9'-3" 9'-9" 28 G SHEET 27 OF 3.i 23'-2" 37 SCALE:NONE REVISED BY. 32'-8" 41 K AND ATTACHED WILL 90 MPH p0.t00 6 0 MPH 82 FAX (9 - 9'-8" 28 14'-3" 31 H 20'-4' 34 J 29'-1 37 J 6- 6' 9'-8" 29 G 14'-3" 33 J 9' 3' 9' 9" 30 8'-7" 9'-1" 27 G 20' 4' 36 9'-10" 40 K 9'-2" 27 13'-3" 30 H 19'-0" 33 2T-8" 36 J 71 � 2" 29 G 13'-3" 32 I 8'-7" 9' 1" 29 7'$" 8'-2" 26 F 19'-o 35 2T-8" 39 K 8'-9" 27 12' 4" 29 G 1 T-1' 32 I 25'-1 36 J 8' 8' 29 G 2'�" 31 I T 6" 8'-2" 28 G 7'-3" 7' 9" 27 G 17' 1" 34 J 25'-10" 38 K 8'-6" 28 11' 8" 29 Gjr� 16'-1" 3311--t -1 24'-4" 35 J 9' 9' 8' 6' 30 G 11'-8" 31 H 7'-3" 7'-9" 29 6'-8" 7'4" 2830 G 16' 1" 3a J 24'-4" 38 8'-2" 29 2830 G 10'-910 15' 3" 31 H 23' 2' 35 J 10' 8'-2" 30 G -9" H 6 8" �" 6'-5" 6'-9' 29 G 15'-3' 33 I 3'-2" 37 ' GJ KI 8' 0" 29 G 10'-2" 29 G 14'-7" 31 H 21' 3" 34 J 11' &-w 30 H 10' 2" 30 H 6' S" 6' 9" 30 H 6'-0" 6'-0" 29 G 14' 7" 33 I 21'-3" 36 (� 12' 7'-7" 29 G 9'-9" 29 G 13'-6- 30 H 34 J 12' 7'-7" 31 H 9'-9" 31 H 6'-0" 6'-5' 31 H 5'-8" 6'-2" 30 G 13' 6" 32 I 20'1' 36 a 7'-4" 30 G 9' 5" 30 G 12-1 30 H 19'-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 • 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' 1 FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C. ARI. IV rVR I"IIR..RCUp�.�CCJIMv.nV w.cR.� DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES, INC. POST SPAC2 N0 TABLE LIVE LOAD - 10, 20 a KJ COVER SYSTEM AS MFG. DURALUM PRODUCTS, INC. IAPMO ERA 0195 DATE: 10912012 M AND RESIDENTIAL STRUGRAL ENGINEERO COMMERCIAL MHORIL FREESTANDING I D 11',111 I NE AC O, CA � SHEET 27 OF 3.i SCALE:NONE REVISED BY. RANCHO CUCJU,ION6A. CA (951) 711.2107 AND ATTACHED WILL 90 MPH p0.t00 6 0 MPH 82 FAX (9 -