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13-0960 (PAT)T 4 P.O. BOX 1504 ' VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX 760 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 7/31/13 Application Number: 13-00000960 Owner: Property Address: 79789 PARKWAY ESPLANADE S ADELINE M. SLOMCZEWSKI APN: 609-590-001- - - 79789 -PARKWAY ESPLANADE Application description: PATIO - COVER - RESIDENTIAL LA QUINTA,. CA Property Zoning: LOW DENSITY RESIDENTIAL LA QUINTA, CA 92253 D 4 ' Application valuation: 4720 Contractor: JUL 312013 Applicant:' Architect or EnVe,-. CSER, 'RYAN GA13OR 29,811 CALLE COLINA CI�r CATHEDRAL CITY, CA 922FIA1g11, QuInA (760)86 -8953 EDEPT. Q Lic. NO.: 92 84 13 ------------------ 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. ticenseClass: C29 D03 is 1 - LicenseNo.: 928413 Dat a!=="ntractor`�fl, '. c► ' 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 �permiVto file a signed statement that he or she is licensedpursuant,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 permitsubjects 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 ISec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, andwho contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License -Law.). 1 _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT 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, forthe-performance of the work for which this permit is issued. - - - I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code,.for the performance of the work'for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier E EMPT Policy Number . EXEMPT ,l. Tertify that, in the performance of the work for which this permit is issued, I shall not employ any V—Vperson 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. - Dat- Applica� ! s �. n WARNING: FAIL K E 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)1. 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 sef 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 resultof this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La ouinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application*becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. 1 agree to comply with all city and countyordinances and state laws relating to building construction, and hereby authorize representatives of this c my to enter upon the above-mentioned property for ins ection purposes. Signature (Applicant or Agent):'1 Application Number . . . . . 13-00000960 Permit . . . . . PATIO COVER 2013 Additional desc . . Permit Fee . . . . 95.81 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 4720 Expiration Date 1/27/14 Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Special Notes and Comments PATIO COVER- 672 SQ FT DURALUM LATTICE PATIO COVER. 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 LQPERMTT Bin # City of La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253. - (760) 777-7012 Building Permit Application and Tracking. Sheet Permit # �� Project Address: Owner's Naive: 4DC--LINE S` ~ y A. P. Number: Address:797911 L Legal Description: City, ST, Zip: �e � � n i Contractor: Telephone: Address: 4 -12 -ID KiNIV 4 Project Description: City, ST, Zip: Telephone: u P G► v -1 J� State Lic. # : City Lic. #•: Arch., Engr., Designer: HOAAf -'.�. '54ftq Address: City., ST, Zip: Tele hone: onstructi n Type: Occu anCcY mto Lic. #: Project tYPState e (circle rcle one : New Add'n Alter Repair air Demo Name of Contact Person: Sq. Ft.: 612- # 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 i 31 Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Pians picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2a° 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 Page 1 of 1 Esplanade c/o Desert Resort Management, Inc. 42635 Melanie Place Palm Desert, CA 92211 Customer Care: 760-346-1161 Fax: 760-346-9918 Website: www.dnnintemet.com Date: Jul 18, 2013 Project Ref: [54774688] 79789 Parkway Esplanade .S Adeline M. Slomczewski 79789 Parkway Esplanade S. La Quinta CA 92253 Dear Adeline M., I am pleased to inform you that the Esplanade Architectural Committee has approved your application for the listed project item(s): Patio Cover The approval is contingent upon compliance with the specifications set forth in the approved application. If your change or addition requires a county, city or state permit, it is the responsibility of the homeowner to obtain this before starting construction. Please retain this letter in your files.1f you have any questions regarding this matter, please contact Customer Care at 760-346-1161 or e-mail us at. Sincerely, Esplanade * * *-ESTE DOCUMENTO -ES MUY-IMPORTANTE. SI US TED NO PUEDE -LEER INGLES, POR FAVOR CONSIGA A ALGUIEN PARA OUE LE TRADUZCA ESTE DOCUMENTO*** file:///C:/Users/home/Downlo'ads%a4fe55,32-ad7f-4300-b 18e-869095c92eOb_proj ect_appro... 7/26/2013 ESPLANADE COMMUNITY ASSOCIATION ARCHITECTURAL REQUEST: PA.2 of 2 SKETCH AND DRAWING PAGE U ESPLANADE ADD 4 NAME: ADDRESS: cw7i' COLOR SAMPLES ATTACHED: -X—YES _NCI Explain: S e�&%w ot-,-) 'iyomg" Q L m 12,11 L" )f :vii i ca Al L c -v 6 V' it E CITY OF LA,QUINTA BUILDING & SAFETY DEPT. APPROVED DATE 26 h)13Y.4�W ESPLANADE COMMUNITY ASSOCIATIdN.�.":�',..Z-AkHITECTURALAPPLICATION REV -.1 JAN/2012 U41I�9 I u 11I1 I11�1 pU� �rd1I 111l,�mIi.It l��ll�lllII IuIpUlIDl �II �I II I..rI� I D IDI Il�lI lI I ► I �1.111I I 11�111 I Uh I1 IL III ,1 111II111111hlUIIIIIImIpII�I,I,IIIIIy.I IuIII fIIII 1 IIDI I �I1DUI 1�1I �II�IIII .I p.DII.DI. D_NI 11III9I II . .,I1�III. 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AL RESIDENTIAL CODE, 20110 CALIFORNfA BUILDING 81RESIDENTIALrCODESINgSCE/SEl 7-0S,MINIMUM I II x1111, uV ,�. .J DESIGN LOADS FOR BUILOINOS AND OTHER STRUCTURES AND THE � 2005 ALUM IN M MAN - U UAL ADM 1 -05. I1 ,1 1 �IMII I 1111' ' I N I I NI N�LI NIII � II DRAWING NOTES :i hI NII1 �II�I I P i°� w 41111 ( N I I OSP l I�I �I 6 I JIIII�IIP ! I I I I I I I I ! I II I I I U { 2.111ALLIITEMS PERTAINING TOCH (NST IILATI N Ili I �L O (T�PE O,'ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC. SHALL BE CIRCLED AND CLEARLY ID _ ) ENT FIED. p , 3. EACH INSTALLATIONS BEAR ANjl, E,D IFYING TA IN 1 N 1 f O D CAT( G THE NAME AND ADDRESS OF THE M 1 1,, ,,,x,11,,, ,x.,11,. 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THE „ mxnnxx�rmx„Vnlnrr°x.,.unl,u •rxrmwgA,,,,.nu,1n„rr mm�,„11111 nx,rrir x,r Ormxnuxrnl lr : „ 1GANTRACTOR SHALL �UPERVISE ANOIDIRECT THE WORKIIAND°1SSOL' rY II o m,r,1„ I,r ,1111111 N �II ELI„ RESPONSIBL,,,EFORRLL CONSTRUCTION MEANS, ME 'ODS, TECHNIQUES SE ENCES AND PRO E IINI �IIIINIIIIIINIII�� SNIII 1111„ r „ ,1,1r�►,,,,,n° C Dl1RES.�I�II�D� �6111111� .. _:�IIIiI� THE APPROVED SET OF DRAWINGS ANp SPECIFICATIONB SHALL BEIIKEPT AT THE JOB SITEANDI�ISHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUICDINO`AN ) SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS'AND SPECIFICATION$ WITHOUT AN APPROVED CHANGE ORDER_ " , - 6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS 'REPORT. 7. ALL NEW CONCRETE FOOTINGS SHALUBEAR ON FIRM, NATURAL, UNDISTURBED 01, OR CERTIFIED FILL.' mnllll,.. aillmll6m. e11i mon,,. alllUuumlol aIIIIIIUuIr,. 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I 11111h,,1 :: ,mull 1 I I 41111IIIIIII m I I I I II I a 1 �. �II IIIIIII NI II I I III IN I� N I 11 IIIIII �N ...UID NINi NIN( i�NNN � IIIIII (NIINN NNNN INNNNNN NNN IN NIIII III LAN II NI II �N W INI N� (INN I�NICONSIDERATIONS.IW �I�NINIII Il�l� NIINN (IIII NI �lu ' N uNINI� I = N �� III III�1�� .NI MUM' ROOF P i1 t SLO E FOR SOLID ROOF PANELS: 1 4 I { IN HPE F IC R OOT.a,r,l IIlrrr „rnx x 1 .„ 1 xl ununnnx,11 6N D fl D I D I1111111II I� MINIMUM PATIO,COVER•ISIZE 80 SQUARE FEET. IIII D VII 1U� IN III U IN III �U MINI III U� . _ .�IU WI �INIII�NIIII ��ININNININI� ..Ir IIN 1 ,, rl , I IINNN�NIu11 IIIIIIIUIIIIUIIIIII I� NNNNIIIIIIINIII II��U� N�IIIIIINII IIII�NUIN� NIIINIIIINII� I�N� °, IIININNIINI , I�NIINI�11111111�1�. II�NI� 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG ATA „ r„ i TTACHED COVER50SQUARE FEET. 1 d„ ,,, Ill n ,r,lr,l, ,I�xxxx ,le�,r��:,no,r. d,rdlw,rrlr I N' 1411 COVERS ARE DESIGNA' D' IOGED BUILpINGS' AS I IN (NNNN I ��9NN NN N ' II IIII II NDN ININI MINI I��IrrP r,1r,r,nr, IIIB,„ �... , IIDEFmINED INIASCE/SEI7, SECTION8.6.13.NN NNVN �NNNNIN ANN1�111 INII� NNIN SNI ..:�'0 �I IIIIIIIIIII illy (NIII ► I III I SINN 1115�1'CO1%ERS SH'ALL,NOT BE INSTAILIED IN AREASINEAR HIL °SI SRI N ' xlx��x I,I,. ,1,,,. NNNN!, ,� I IIIA II, �IIIIIIIN"I .�NI� I I I l 11r1mq ODES,AND, ESCARPMENTS AS DEF NED�IN ASCEISE117I, SECTION 8.5.7.1. ID II 161�TFIE FREESTANDING ANDA"TTAICHED SOLIDAND LATTICE��PATIO COVERS NOTED HEREIN ARE I' rr„ ,,,,I ,1 Irr,„�. ((IIIIIN ��I111�N� N�NNIIII� WNINIINI�� NN11�� .:' �I IINI. 111111 U„Ir E DESIGNED, AS OPEN STRUCTURES IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13, EXCEPT WHERENOTED IN THIS'REPORT. 1,- I m,,41w:,,,1 UIgIII ml�illl W,ImlrUlllll �I IiIIIINI, u1111111b I I. 1711 TFIE RATIO HIP IIIA PATIO C V R I 1 11 II III mQ1111111�IN !"'A eUImIINNI N 011 1111 II INN: NN� p� IIN1� II. INI NIN ."I,I Il,xl„I (, 1• OI E MEANUROOF HEIGHTI(N, E1 J DNIDED: BY.THE PATIO COVER PROJECTION OR' WIDTH P F II�SLL NOT IINI III I N N II p ry� III p L. xl •r rr r.rlxr., 11° U 1 xr,nxr„,rr,r. �l1 1nr1r x ( '11 ural „6.. eII, CEEO ONE (1). IIIN(uNNN�INI aNllle.THERATil01(UP);�PATIO1t; .LENGTH LlhFT. DIVIDED BYTHEIPA71000VER1pR, UI x, 11 uuuull11111 IIII�NI �UNNIIII IINI�DI NNUNNIII NIIlll III I w1� 4111 �(, u� Ul WECTION ORI�WIIDTH (P, F,7,I,SI�lALL NOT BENLESS,TI WN IDNE (,1). IINI�I�N �IININNNIN�� :, �11Iluulq� uNlullu1u111 u1�jIINN. 11111�11N1111 UIuNN�1 u(,Iu1uu uulllol. aumll1u1o1. n111JI�uN °I�WGU� IIIIINIIII � I� I�II�INI hl>UN�[D �INIIIIINI NN MATERIAL SPECIFICATIONS. 19. BEAMS SHALL BE SPLICED OVER THE,CENTERSUP,PORT ONLY OF A THREE POST CONDITION: 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN. PROVIDED THEY ARE REGISTERED WITH THEALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. mn�,r. ,n"... rix' .., 11IrII11i1rI1111N,. m1111111 I1m Illr I ... 2gIIICONCRETEiSHALI HAVENAIIMINIM N.m m 1 m m�UUIWInIllnl pu I J UM 2B I4JAY COMPRESSNEISTRENGTH OF 2 500 I I ( IIA to„xx,Iwn,,,,x. J1xu1x, xrxx,x,r xx, POUNDS PER SQUARE INCH.( P (. I M l I _ I nx.x,r.r,rrxlr,rlrxxx„ l,r,r. III N I L.1 I N! INI I NNNNI1N1 INLI�NII�IINlllllllllll , �NNIIDNIiN�IIIN 122'IIIDESIGNVERTICALSOILIBEARINGP ,,11rrr„r,r,,,,,,1�r,, NILNNI�IINiI� dINN�IIINIINIINIIIIII IiNN.NNNCN�INNN1111C dIiII�INNNNI�IN� �IIJIu 111�NN11N11.. 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I I, I I �l D u I u 1 lI, III�NNN I NIN�I N� u �I IIINN�NI �J N 023�IIEM9 EDDEo�STEE I M M 11 r r 111 II' IIN I OIL- 111 N II III I IIS 11 II III,1111INIIIIIIIINIII111111 IIINNINI�IININIIIIIIII IINIIIIIIIIIIIIIIIIIIflllllllllll IVNIIIIIII111111111111111 IIIINIIIINNIIIIII11111IIIINU �N�IIIIIINIIIINIIIIIIiP IINII611IIIII111NC�INN� �I NININ�N�INI IuN�LNNI�N�; IW, NIIIII( L E KERS SHALL 8E HOT DIPPED GALVANIZED, RUEUM OR EQUAL PAINTED ORE AND. CONFORM TO ASTM A 6 GRADE C: STAINLESS STEEL MEMBE S SHALL � N 1 R CO F R A , 0 M TO BTM A 853 G ' RADE 4 . •: I 0 I :. I� � rx xx I ° F 1 III dr ,,,,,r,eur„ ,rr,l , rlrx„r rrl r n..,..,.„,rx� �11 11 i I I ,1,,, „ 1r,1r,,, Ili I II I l 0 III 11111111111 1 I I i I IIII I IIII Ir Iii(111II11 � Illllllllllll I I I I 1111I1u11 it I INIIIIIIIIIIIIIII Ill�tlll IIIf NINA • • 1TIIVIN NI I 'III I I II ff ' IIII . Ill 11 IN I II (IIII IIIINNNIIIIIIIillllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .Iilil�lllll llllllllll IIII �Illlllllllllllllllllllllll 1111111 11N1�111 I I l ululllll@ulll II I . u111111111 I 1111uu 1111111 I� I� II NIIU .e UOW _ , . 24.FASTERNEL2S:'� UMINUM160LTS SHALLI'BEII2024-T4;,STEEL BOLTS SHALL BE ASTM( 111307. ALL 80 ITS SHALL^I A E STAN I 1 pVII . W11II11 III IIIII�N� �Ulllu' u 6 DARD CUT PLATED WASHERS. WOOD AND LAGSCREWS ARE REQUIRED TO �I , p. BE INSTALLED N III 1 ACCORDANCE WIT H NAT , THE 10 NAL DESIGN SP � 1 I IF ' rrx rx. EC (CATION r x.,l. ,,,,, ,,r„ 1Lr,r1r , , rx rx1 ,x„.x xx. Ul ,,, rlr ,xx x 1,.11, 1x . „I. rx x I xxx xxxxrx r x. v.. I I I 1r .-. I Il 1 ,I,6 rxr, „I nII rrr, �I i .. . 1 1,,,,111,,,1,1 ,.IIII IIIIIIIIIII 111 I 1. 1 ,1 I I 1 1 1 I Ilm loN III II IIINilm1 11 �Illlllll IIIIIIGIIUI 1111 I I I ! , 511 p u h I �Ip Ili (IIIIII IN.. NI�IIIII1a III hp1�1 1 • IN h� I IN �IIIIIIIIIill ((IIIIIIIII (NUI pI INQI mm IINNN INN IIIIH� UUIN�INI . 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IININIININ, NII�I� � 11N I"'V •: xr N .:. .. • .. .. _ III i:` , Ir IN1l.I.1I .11N,t,Ir,1� IIIINIII III �NIII1u4�Nlllll� °' N11�INNuIIlI.11 1�Nl1ll � 1111111iN��NNI, INII1INI Ir 11,�Ix�r,lllo,.1l1l1 llllli II�I�Ilimin,_IIN� I�1111,I1 11�1�N1u1Um,., 111111111 " II�IDIm��° ,,.IIIiIN I a11I�ro l�� D, II �11o� o mfx11 NlI, 11111� 111 IIN IIII I I Im1 � N6111I�N1111IIIIIII��61N1� 11� �III��IDlll �IIIIIINN111U6m1 Seal -a n d- signature bfc - ur-.r.%t--t=B .nts-a. 1-icenses placedliki- th&ba-= -k of Shb-Mts d 1 of 33, IAPMO ER# 0195 —N 141108 Qom• STq��j� - - -== _ THOMAS! 00 CAMPBEM—A-03 Ex -p: -- CIT L Current -state License.s i n em -= I ud e: mita - Idaho Nevada WAS FRAY P ELL R; SEE -TABLE "f* SEE SHT.16 FOR MINIMUM NUMBER'OF REQUIRED COLUMNS WHEN USING 2' X 61/2* SIDE PLATES. AND SPACING OPEN L$ATME TYPES AND SPAGNO bglp THIS OPEN LATTICE -TYPE STRUCTURE SE AXSCHEDIAE ZS—CHFDU-LE gin• MAY�T BE COVERED. -''MAXO.H.RAFTER. SEE TABLE25X OF 8PA�J \ FOR SIZEACI AND SPACING LENGTH OF STRUCTURE VARIES SEE EACH COMPONENT IS INTER- iAnY eE USED WNE iEABLE WITH ANY OTHER sF PERMITTED. )NTENT UNLESS OTHERWISE SHOWN. Fri SEE SCHEDULE - FOOTING WHERE REQUIRED, IAPMO ERp 0195 SEE SCHEO. FOR FOOTING CUBE SD rOPEN LATTICE -TYPE PATIO COVER CHANGEABLE' WITH ANY OTHER S MAYR�8�9DED WHERE NOTE THIS OPEN LATTICE -TYPE sTRucTURE - - SCALE: MS MAY.=8EC2VERED. YPE "E" ATTACHED,-SINGLE SPAN AT LTICETSTRUCTURE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "F" ATTACHED MULTISPAN RAF TERbSEE TABLE MAX PROl. SIM 6EE ECHE U NOTE: THISLATTICE-TYPE�STRUCTURE A� NO v. MA%. -O' MAY NOT BE COVERED. Al Qc\O� X OF $PAN _ CONAL F )��tAY Cq?AG'i2' �F � to C37 8 /3 /13 C � r LENGTH OF STRUCTURE VARIES DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. POST WITH SIDE PLATES LIVE LOAD = SEE DETAIL IAPMO ERp 0195 NOTE: EACH COMPONENT IS INTER- 11Y SLAB ATTACHMENT CHANGEABLE' WITH ANY OTHER S MAYR�8�9DED WHERE COMPONTENT UNLESS OTHERWISE SHOWN.. r SEE SCHEDULE FOOTING WHERE REQUIRED. RANCHO CUCAMONGA. CA (951) 741-2107 SEE SCHED. FOR FOOTING CUBE SIZE TYPE "F" ATTACHED MULTISPAN TTICE STRUCTURE SHEET 3OF 33 NOTE: TMS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. MAX PRa. SEE SCHEDULE LENGTH OF STRUCTURE VARIES I I ;ECTI; ,, yam,O `TST CROSSSE LENGTH OF STRUCTURE VARIESSEE POST DET 8'OG, POSTCR ON. 3117 SLAB T SEePOST NOTE: EACH COMPONENT IS INTER- ToCOws RAINCHANGEABLE WITH ANY OTHER eF FOOTING. SEE 17 SLAB SCHEDULE Y BE USED COMPONTENT UNLESS OTHERWISE SHOWN. CONSTRAIN NOTE: EACH COMPONENT IS INTER- FOOTING. SEE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SFTSCHEDULE FoonNG WHERE. REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SCALE FO NTS SEE SCHED. FOR FOOTING CUBE SIZE eFO.OTINGHERE O SEE SCHED. FOR FOOTINGT98T CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: IAPMO ERp 0195 DATE: 6/512017 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 & 30 pot DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HOWL WIND - 90,190&110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95828 (916)452.7021 FAX403.1519 sabs@daatmoom SHEET 3OF 33 ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS O. "O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE —� F * SQ. POSTS, SIZE VARIES 3( * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X S 1/2' SIDE PLATES. SOLID PANEL TYPES ATTA HMENT ALTERNATE: MAY BE USED SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE MAX. HT.= 17 NOTE: NO SPLICE AT THIS POST AND A END SAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SO. POSTS, SIZE VARIES ALTERNATE: 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING. SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN O•N. 8 O P NOTE 40 SPLICE AT THIS POST AHD AT END BAYS. BEAM 1/2x9 STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILFVFR nPTinN rp`I,. g\ONAL / o ��5 OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING ATTACHMENT CHANNEL Nq(COFSIRIVO UC ALUMINUM DETAILS — TflfPR4/fCL NSSfROOF jyARIES PANEL SEEFOR EDULLS MIN. 0.25' SLOPE PER FT W SINGLE POST � WHERE PERMRTED. 0. IAPMO ERN 0195 'O.H." NOT TO EXCEED 25% SEE SCHEDULE SOLID PANEL STRUCTURES OF SPAN HT.= 17 SEE DETAIL FOR SPLICE FOOTING WHERE REQUIRED OPTIONAL: CANTILEVER BEAM SEE SCHEDULE f'OS T SEE SCHEDULE FOR NOTE: EACH COMPONENT IS INTER- S ff SPgC(N� POST SPACING * SO. POSTS. SIZE VARIES � , SCHe.,.. ATTA HMENT ALTERNATE: MAY BE USED SINGLE POST WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE MAX. HT.= 17 NOTE: NO SPLICE AT THIS POST AND A END SAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SO. POSTS, SIZE VARIES ALTERNATE: 3 1/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING. SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN O•N. 8 O P NOTE 40 SPLICE AT THIS POST AHD AT END BAYS. BEAM 1/2x9 STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILFVFR nPTinN rp`I,. g\ONAL / o ��5 OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING ALUMINUM ROOF PANEL MIN. 0.25' SLOPE PER FT SEE SCHEDULE FOR SPANS O.H NOT TO EXCEED 26% OF S f OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 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 P ST SPACING O•H. ?S k OF SP NOTE O SPLICE AT THIS POST j I 4D AT END BAYS. NOTE: EACH COMPONENT IS INTER - 12 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TV= "Il" CGCCQTAAIIIIKI/- XII a TI['1'9A\1 %Aii�A-.1 ?6� OF� ALTERNATE: 0[qNOTE. AN ATTACHMENT MAY BE USED SINGLE POST � WHERE PERMRTED. SEE SCHEDULE IAPMO ERN 0195 NONE SCALE: NONE SEE SCHEDULE SOLID PANEL STRUCTURES O SPLICE AT THISMAX. HT.= 17 D AT END BAY FOOTING WHERE REQUIRED RANCHO RANCHO CUCAMONOA G (951) 711-2107 SEE SCHEDULE HORIZ. WIND • 90. 100 X 110 MPH FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL MIN. 0.25' SLOPE PER FT SEE SCHEDULE FOR SPANS O.H NOT TO EXCEED 26% OF S f OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 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 P ST SPACING O•H. ?S k OF SP NOTE O SPLICE AT THIS POST j I 4D AT END BAYS. NOTE: EACH COMPONENT IS INTER - 12 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TV= "Il" CGCCQTAAIIIIKI/- XII a TI['1'9A\1 %Aii�A-.1 N vl Hill DRAWN er: E.N. DATE:: TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS FG. BY: IAPMO ERN 0195 NONE SCALE: NONE COMMERC RESIDENTIAL STRUCTURAL EN06VEERINO SOLID PANEL STRUCTURES 10.20 A 30 DURALUM PRODUCTS, INC. REVISED 9Y: RANCHO RANCHO CUCAMONOA G (951) 711-2107 HORIZ. WIND • 90. 100 X 110 MPH 9269 ALPINE AVE.. SACRAMENTO. CA 05826 SHEET 2 OF 33 (916) 452-7021 FAX 403.1519 aeba®dumNm.00m COLUMN /_PO§., YPES & SURFACE MOUNT ATTACHMENT DETAILS 6' MAX. HEIGHT - 10'' I•-3�2y MAX. HEIGHT C =:10 G =3•sQ.,&.teB• 3.00 SQ. 777�� I Oza• I a/o SMS 3.00" S(1. --I 3.00" SQ. 032 @24-O.C. I H =3'SO.zr.250' EA. SIDE 1=3•SO.xl=.313' 6.5• 3. J=4•SO.xt=.166' 14"R. A O K =4'Sp. -.250 :032• • TY P' 048•STEEL O5/8' PLASTID PLUG •28' O O 3.0* OR 4.0' 3" SQ. ALUM POST � MAG' POST : SQUARE - WITH 3" SQ. ALUM POST : 3" SO. ALUM. POST STEEL POST WITH SIDE RLATES • D ALUM ALLOY 3.OF04:�H36,.+ "ALUM.;AL'LOY 3004H38` O' ` 3" SQ:.STEEL'.POST ALUM. ALLOY 8063-T8 ASTM A500 GRADE B h _ �, 6' LUM��ALLY3: OR z.o• . 6063-T6' . 2.40" 1.375"7116'0 HOLE .t._. 'FOR 3/8• MB .56•` • 2 FLANGES 0 2.1/8' APART 0 75 ASTM GRADE 36 STEEL LL:2 5• . INSTAlYj- ii` • 1 HOG WASHER PLATE AT ANCHORS 7s "' 75• BASE FLARES 1.80" .157 TYP71 TO 3•WIDE;EA... SIDE OF FLANGES 1 5 USE OR 3 INSTALL 1 ' x 1 090" TMP POST ONLY iV x' ' HUG. ' , _ 5.50' WASHER PLATE AT ANCHORS 1-7116.0 HOLE FOR 110 MPH . % 2= 5/1610 HOLES _/' 8'.HOLES SIDE ,,ALUKT;BRACKETSTEEL "T" BRACKET 5 T=.060" TYP. (4)SDS 25412 AL Fac - - � Y C9� . !�� rxi4 sDs. 3 -PER STO IDE o mm ~ No. 0379.48 r 3131 ALUM.ALLOY 6063-T6 "H" BRACKET 3"x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER HGnncR F1RAr1[GT n DRAWN ev: E.N. TOM,CAMPBELL 8 ASSOCIATES, INC.' LIVE LOAD." P T10 -COV _ R SYS MAS. FG.. : U1PM0 ERB 0195 DATE 8/8/1014 SCALE COMMERCIAL AND RESIDENTULL STRUCTURALENGINEERING COLUMNI 10, ZO 6 JO psf DURALUIIA PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA. CA (851) 741-2107 �T TYPES HORIZ WIND 8768 ALPINE AVE., SACRAMENTO, CA 95828 - ..80, 100 8;110 MPH (816)457-7021 FAX 4W-1518 " *s@duielum.o SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS 1mw WALL FASTENERS ALUM. 3004-H36 —� SEE TABLE 4 m WALL f1 FASTENERS SEE TABLE 1.75' O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X OR—/ 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROJ. A34 SEE N eh R .281' ALUM -ALLOY 6083-T6 .O6 O EXTRUDED HANGER CHANNEL SEE TABLE ING ANGLE � EXIST. EAVES, RAFTER EXISTING EAV OVERHAN) (24' MAX.) EXISTING EAVE CONNECTION SMS PANEL LOCKS OR N SMS HANGER / RAIL FASTENER TO FASCIA, WALL (STUD. MASONRY OR CONC. AT EA CONTACT AT 2 AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED Y _- CONTIN000S M RAIL ROOF PANEL (WHERE OCCURS) 90 ALUMALLOY 100 6063-T6 914 SMS ® EA CONTACT A B B C D I D E E F WALL CONNECTION 1O 4 #14 SDS 2.740" ,® 8- O.C. 1 T=.080" — WALL FASTENERS SEE TABLE SEE PAGE 33 FOR AL 606LT8 Y APPROVED ROOF PANEL I.R. HANGER l C EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL (STUD. MASONRY OR CONC. IND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED SIGN 16' O.C. CELL AT FASTENER) OR CONC. r LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D I D E E F 181-8' DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 2'-0" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX. Zo B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX. FULL OR C=SDS25412 AT EACH STUD, 16" O.C. MAX. UJ yN CL D=3/8'0 x 4' LAG SCREW AT EACH STUD u� 'E=3/8'0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 8'-10' 'F=3/8'0 x 1 1/8" AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2'-0" 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER u G �`- ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2' x 4' 16' O.C. V-6" 181-8" 181-8' 14'-2' 2'-0" 14'-0' 12'-8' 9'4" FULL OR O BRACKET CONNECTION 24" O.C. 12'-5" 111-8' 8'-10' 2' x 6"1'-6" 2'-0" 9'-4" T-4' 5'-7' NOTCHED 2"x6' FULL OR24' 2"x8' NOTCHED O.C. 2'-0" 19'-11' 19'x" 14' 8' 2'x8' FULL OR 2"x10' NOTCHED 24" O.C. 2'-0' 31'-11' 31'-11" 25-0' NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. � u G �`- (2) #14 #14 SDS ® EACH PAN o 6' FROM P 414x1 3/4- 17 W.S. — --- 11/4' DR 1 1/2" 0) �o o� = F 2' x B til' OR C3 948 — TO DRAIN D 1/13 107E L.L=(2J#14 SMS EA SIDE u G �`- 20f1/30gL.L.=(12)!14 SMS EA. SIDE o U -BRACKET 414x1 3/4- 17 W.S. — --- 11/4' DR 1 1/2" NOTE: PROVIDE WATER — �3/4' PROTECTION, METAL FLASHING 2' x B til' OR CHUCK JOINTS AND SLOPE 5' MIN. 3' x B" ALUM. — TO DRAIN RAFTER TYPICAL BRACKET AT EVERY 2x 3/4' OR 1 1/2' WALL CONNECTION O O BRACKET CONNECTION FOR SPAN SEE ALLOWABLE DECKIRAFTER SPAN TABLE EXISTING WOOD STUD FRAMING i\ EAVA..lTl L y 2x1011219LEDGER2. TOM CAMPBELL & ASSOCIATES, INC. EACH 1/4'0 x 31/2' LAG SCREWS L.L.=10 psf2 EACH 7/16'0 x 3-111' LAG SCREWS L.L.=20 AND 30 psfTER) LOAD s 414x1 3/4- 17 W.S. (2' MIN. PENETRATION INTO ERN 0195 f(3)-.#PATIO COVER EXISTING WOOD STUD) AND BRACKET 10, 20 6 30 psf NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING RANCHO CUCAMONGA. CA (951) 741-2107 NOTE:BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE'SIKA FLAR 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 BY: EN.LIVE TOM CAMPBELL & ASSOCIATES, INC. NEL HANGER CHANNEL LOAD s PATIO COVER SYSTEM AS MFG. BY: ERN 0195 DATE: OW012 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGI AND BRACKET 10, 20 6 30 psf DUR, ALUM PRODUCTSINC.AND 1(916)452-7021 REVISED BY: RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS gpp HOR. WIN MPH 8269 ALPINE AVE„ SACRAMENTO, CA 96929 FAX403-1519 SBIOS AwaNm.00m SHEET 9 OF 33 -COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS • CUBE FTG. ALUM."RACKET USE WITH 18' SQ. - T BRACKET r y POST TYPE B,CJ), OR E STEEL POST ONLY. 22' 25" SQ. � � e.J E 9 (}8•BOLTS 2SS/ 2)41SMS EA. A.F.OHOR K F0,H,ORK FOR POST TYPE J t� 3"SQ. POST SIDE OF POST OR 3" 50. POSTLUM(2.')Ty�8R•0ACKET: 25" 30" 1/4'M.B.THROUGH KWIKBOLTS OREQUAL 32' 4 - POST STEEL"RACKET: 1/2 DEPTH OF (2}1/2.0 BOLTS 16"INSERT (2}1/4"0 POWERS WEDGE- - r USE 2► VS'0 HAITI KWIK , SEE NOTES BELOW `` BOLI^8 OR EOUAI FOOTING OR tY MIN. EMBD. FOR ALL OTHER CONDITIONS 4 S X.188* BOLTS+ OR EQUAL, EACH BRACKET TO SLAB. 2 Y.• EMIBEDMENT DEPTH •:; ASTM A38 STEEL MINIMUM DISTANCE TO FOR KWIK BOLTS) I 4; �%3 i . . T.O.C. EDGE OF SLAB = 4' OR 69" SQ. ^ TO CRACK =10' (1 V4" MIN. EMBEDMENT) e 4 w �... "�:t w 7d ASTM A572 STEEL OE a (1 1/2.OM.B. i �� Ti y 3118• 4 • ,.� �r • SAAB SHALL BE IN •• u POURED CO �" LONG, 1' �L7; r7j GOOD CONDITION FOOTING SEE NOTE FROM END ' OF POST ;L� ::'.• z (STL.) _ • _ 3 1/2' MIN. 80R sI2E SEE FOOTING POURED SQUARE SEE FTG. OR FLUTED OR 4• SO: POST (STL) SCHEDULE' QUAR IN BEAM SPAN TABLE CONCRETE FOOTING SP EDUAB E BEAM INSERT EXISTING SLAB O 3" SGQ. POSTS TO CONC. FOOTING 8 - - - -- - - --- -- -- - SQUARE POST EMBED: INTO FOOTING.. 9 PL5/8-HK. 11n• B• 11n• .r ATTACHED ALTERNATE FTG. CUBE SIZE SQ. 18' DEEP • CUBE FTG. 18" 18' SQ. 12' 20" 21" SQ.' 12' 22' 25" SQ. 16" 24" 28' SO. 20' 26' 32' SQ. 23" 26" 35' SQ. 25" 30" 39' SQ. 28' 32' 43' SQ. 30' U. 47' SO. 3Y 36" 51" SQ. 34" 38' S5' SQ. 37' 40' 60' SO. 39" 42' 64' SQ. 4r 69" SQ. 43' • CUBE FOOTING W/ 4• SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS: FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23'& 24' CUBE . (2)-1/2-0 31/4- 1/4"26'- 26'- 30" CUBE (4)-t/Y0 3 1/4' 31" - 34' CUBE (4}6/8.0 4- "35'- 35'-39" CUBE =(4YW4-0 4 3/4' 40• - 42• CUBE (4)3/4.0 4.V4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGA13LE UNLESS OTHER WISE NOTED ONAL N Cq�A/�c<` o. C37948 /13 �Q• DRAWN BY: E.N. WELDED STEEL BASE PLATE NOTES: BASE PLATE SCHEDULE 1. DO NOT USE ALUM. -r PLATE SIZE MAYBE USED WITH POST TYPE. SEE SHT. 9 B" SO. x 5/B'. B, C, O, F; G• 8 H BRACKET WfTH'3X8 BEAM WANSERT, MAG BEAM, 4- OR 7' 14BEAMS: FREESTANDING 2. PGST;YPE,E BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) INSTALC WASH R PLATE, 2'XX•X5X"AT'' DURALUM PRODUCTS, INC. . STEEL T BRACKET. ' RANCHO CUCAMONGII CA (951) 741-2107 (4)- 3/4'0 HILTI KWIK BOLT TZ STAINLESS 3. POST TYPE F DO NOT USE STEEL T BRACKET W/7" I -B AM ' 9"x9'x 5/8" STEEL PER I.C.C. ESR -1817 OR EQUAL (4 3/4' EMBEDMENT DEPTH) • ONAL N Cq�A/�c<` o. C37948 /13 �Q• DRAWN BY: E.N. DATE:61&2012 TOM CAMPBELL 8 ASSOCIATES, INC. COLUMN LIVE LOAD" PATIO COVER SYSTEM AS MFG. BY: IAPMO ERA 0185 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10.20 5 30. Ps1 DURALUM PRODUCTS, INC. . REVISED BY: RANCHO CUCAMONGII CA (951) 741-2107 AND EMBEDMENT HORIZ: WIND.- 8259 ALPINE AVE.. SACRAMENTO, CA 95825,. 00, 1006110 MPH (916)452-7021 FAX403-1519 sslss@dmalum.o0n1 SHEET 10 OF 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61- GUTTER EXT. CLIP GUTTER EXT. CLIP 3.100" SQ. (� 2.00- SPLICE WHERE J� •0 1 79- OCCURS SPLICE WHERE SPLICE WHERE OCCURS OCCURS in 4.6• 076' so 2.57" as• TYP. 14"R 2.19" 2.a• Aar TYP. 42.08" 2A4• oes• TYR —t- TYP. WOW 2.r ASTM A653 GRADE 40 .038- R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063.76 ALLOY 3004-H36 O 6063-T6 B O O E 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM a• t�`�'�S\I,,y Cq c�L A 3.0• 3" —1 O=AP G)m �� 2, � 6.W� 3MNC � 2, � 6.5• r SPLICE ~ No. 37948 F 2, WHERE SPLICE . occuRs4• OCCURS 13 .024" —� f .032- 8.0" 070" .110' -042• .032• TYP—IL TYP. ALUM. ALLOYALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 6063-T8 O 6063 - TO J J OR EQUAL F 4" I -BEAM 7" I -BEAM G 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K 3" MAX. 3" � 6• � MAX. 3• � 9• _45' .375' —�.042" -042• .042• T - 14 GA T-0.125* 8" 7.6 5" ASTM A653 GRADE 50 6.656" ALUM. ALLOY 6063-T9 ALUM. ALLOY 3001-H38 ALUM, ALLOY 3004H36 _T ALUM. ALLOY 30014436 2.875- OR EQUAL OR EQUAL ,625• 1-1.75' —1.75'—i I .375" O � F OR EQUAL 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/ DBL. 3 x 8 STL INSERT O STEEL ERT O SPLICE/ NSERT O DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD - PATIO R SYSTEM MFG. BY: IAPMO ERN 0195 DATE:6l5/2012 SCALE: NONE 1 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES 10, 20 8 30 Nd DURAL PRODUCTS, INC. 1(916)462-7021 REVISED BY: RANCHO CUCAMONGA. CA (961) 741-2107 110 100 8 WIND to MPX IN 9268 ALPINE AVE.. SACRAMENTO, CA B6B28 FAX403-1519 ealea♦�duratum.00m SHEET 11 OF 33 10# L.L- 90 MPH FRFFRTAMn R ATTArN;=n (1Dr—nl I ATTIf-C MArin0 4nI nn i rc+n wry n n -% ----- -- arra JNU MY MAID 1 INN JlAtf Jt1ALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED a SHT. 25 FOR FREESTANDING ~ No. C37948 FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE 8 ` -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 6 C. 3/31/13 IAPMO ERN 0196 DRAWN BY: E -N. DATE: BI52012 TOM CAMPBELL a ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD = --- - -- -- — -- — — .vim. . • II .VV IA. VI% LLVV L^r. U a 16.I REVISED BY: 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM 6269 ALPINE AVE., SACRAMEN70, CA 96928 DBL.2"x6.5"x.032" BEAM 3"x8" BEAM W/INSERT DBL. 3"x8" BEAM (Bt6)452.7021 FAx 4031919 ^efea®Aul"Wm.c"m 5o MAX.COL OR 3"x8"BEAM ATT. MAX.pOST riMAx:ppST1 EACH W/ *ATT. A 3"x8" STL. INSERT > MAX.PO3T FREESTAND ATT. FREESTAND FREESTAND m MAX.P08T SPACING rt FREESTAND ATT. MAX.POST FREESTAND ATTACHED 3 SPACING ON SLAB • SPACING (SPAN) SPACING FTG• (SPAN) (IN.) ) SPACING FTG. FOR DBL. FOR 3' x B' (IN.) 2�c8.57c 032' SPACING FTG. (SPAN) AX. NG I FTG (IN.) MIN PO FTG. (IN.) MIN II FTG. MIN FTG.FTG. FPO6ET FTG MIN. FTG MIN. TYPE TYPE .BEAM��) (IN.) �PE (IN.) (INJ (IN.) (SPAN) QN.) POST (IN.) 4' 17'-0" 12'2" 29 G 1416 20'-019,-1„ 33 G 1st 14'-0 14'-2; 30 G 1416 26 35: t 36' TYPE 2 9' 8 3,-4° 3'-6" 24,-10^ G 20 35'-1" 39. G 23 B 4, 5 13 -7 „ 11' 4° 10'-11" 28 G 14 17'-11" 18 32 G 17 12'-6' 12'-8" 29 G 15 23'-3" GL§ 121 -432'111:-21 37 B , 17'-1' 19 11'-11" 12'-1' 17 22'-2' 31'-4" G 24 5 6' 11'-4" 10'-sa,-4. 28 (� 1517 16'-4-5,-7. 31 G 1 20 11, 10'-11. 11'-711,-0" 29 G 1518 21' 20'-3. 33 G 1 22 30' 37 2124 B 28'-8^ (� E 6, 7' 9'-8" 10'-19 9^ 27 G 1518 15'-214.5„ 31 G 18 10'-7" 10'-8" 26 G 16 19'-8" 33 G 20 27'-1 36 G 22 B ; 20 10'-1" 10'-2" 18 18'-9" 22 26'-6" 25 E 7 8' 8'-6" 9' 8„ 9'-4" 27 G 16 14'-2" 18 13'-6° 30 G 18 9'-11" 10'-0" 21 27 G 16 18'-5" 32 G 20 28'-0" 35 G 22 B 8' 9._3„ 9'-5" 9'-0" 18 17'-6" 23 24'-10 25 E 9' 7'-7" 9'-0" 27 G 16 13'-0" 19 12'-9" 30 G 19 9'-4" 9'-5" 21 8'-11" 27 G 17 17'-4" 32 G 20 24'-6" 35 G 23 E 1 9 9'-0" 9'-0" 19 16'-6" 23 23'-5" 26 F 10 6'-9 " 8'_8" 27 G 17 12'-8" 19 12'-1" 29 G 19 8'-10" 8'-11° 21 27 G 17 16'-5" 31 G 21 23'-3" 34 G 23 E , 10 8-s"8,�" 8'-5" 8' 6" 19 15'-8„ 24 22'-2" 26 F 11' 6'-2" 28 G 1719 12'-111,-0. 29 G 1 22 8�-5" 8,-0" 28 (j 1719 15'14'-11^ 31 G 2124 272" 34 2 27 1-1 6,_t. g'-2_'_ -2. G F 11 12 5'-8 " 8'-5" 29 G 17 11'-7' 20 11'-0" 29 G 19 8'-1" 8"2' � ' 29 G 17 15'-0" 31 G 21 21'-3" 33 24 E 22 T-9" 7'-9" 20 14' a' 24 20'-3" G 27 F 12' 13 5'-2 „ 8'-1" 29 H 18 11'-1" 29 H 20 7'-9" 7'-10" ;17-22 29 H 18 14'-5' 30 H 22 20'-5" 24 E , 20 10'-7" 7'-2" 7' 6" 20 13'-9" 25 19'-5" 33 H 29 F 13 14' 4'-10" 7'-9"7, 5" 30 H 1 10' 810'-2" 30 H 2 7 �" 7,_7„ 30 H 1 13 -13'-3" 30 H 2 19 -88,_9„ 25 E 20 23 6'-0„ 7,_3: 20 25 33 H 8 F 14- 15' .4'-6" 7'-6"7,-2" 31 H 1 21 10 31 H 120_ 6'-10"6,-3' T-4° 31 H 1 13' 31 H 22 1s' :25:2, E 9'-10„ 23 7'-0„ 20 2,_10" 25 s'-1• 32 H 8 F 15' ----- -- arra JNU MY MAID 1 INN JlAtf Jt1ALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED a SHT. 25 FOR FREESTANDING ~ No. C37948 FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE 8 ` -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 6 C. 3/31/13 IAPMO ERN 0196 DRAWN BY: E -N. DATE: BI52012 TOM CAMPBELL a ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD = PATIO COVER SYSTEM AS FG. SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 a 50 paf DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951)7414w AMD ATTACHED HORIL WIND" 90,100a110 6269 ALPINE AVE., SACRAMEN70, CA 96928 SHEET 260E 33J 10 t<LL 90 MPH MPH (Bt6)452.7021 FAx 4031919 ^efea®Aul"Wm.c"m 1 10# L.L. 100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 19- OR I FSS FXP R R r ' ev: E.N. : 8162012 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM uTTICE POST SPACING TABLEIAPMOE: LIVE LOAD . PA O COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT FREESTAND ATT. FREESTAND ATT. 'ATT. _ MAX.COL. MAX.POST MAX POST MAX.POST MAX.POST FREESTAND ATT. FREESTAND FREESTAND ATTACHED MAX.POST FE am 3 F SPACING ON SLAB* SPACING SPACING MAX POST SPACING FTG POST PACING�G' (SPAN) FTG MIN. FTG. FOR DBL FOR 3' x B' FTG, MIN. F7G. SPACING FTG MIN. FTG SPACING FTG MIN. FTG MIN. (SPAN) ) o m RANCHO CUCAMONOA,G (831)7114107 ATTACHED (IN.) (IN.) (IN.) POST (IN.) 2.4.5'x.032- BEAMDST POST TYPE (IN•) (IN.) (SPAN) (IN.) PTMOpSE (IN.) (SPAN) (IN.) 8269 P 1 SHEET 27 OF 33 TYPE TYPE TYPE (I"') TYPE 4' 17'-0" 12'-0",-0. 30 G 1516 19'-719-6- 34 G 1719 13-4"11'-0" 13'-10"3,-1" 31 G 1-17 25'-24 37 G 1 21 36,- 40 2124 0" ,-0" G B 4, 5 13-7 " 11'-2" 30 G 15 1r-6" 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G 20 32'-2" 39 22 B , 1o' -s" t7 18'-6" 20 9'-10• 11'-8• 1a 21' 6" 22 30'-5" G 25 E 5 6' 11'-4^ 10'-6" 29 G 16 16'-0" 33 G 19 10'-10" 11'-4" 30 G 17 20'-9" 35 G 20 29'-4" 38 23 B , 10'-1" 18 15'-1" 21 9'-0" 10'-8' 19 19'-7" 23 27'-9" G 26 E 6 7 9'-8" 9'-11" 29 G 17 14'-10" 32 G 19 10'-1" 10'-6" 29 G 17 19'-3• G 21 27'-2" 38 23 B , 9,_7" 19 14'-0" 21 8' 4" s'-11' 8 -2"34 19 18--2- 23 25'-8" G 26 E 7 8- 8' 8'-6" 9--6- 28 G 17 13'-1 31 G 20 9'-5" 9'-9" 29 G 17 18'-0" 34 G 21 25'-5" G 312-7t—B--E— 8 9'-2" 19 13'-1" 22 7'-9" 9'-3• 19 17'-0" 24-24--0-137 9' 7'-7" 9'-28'-10" 28 G 1 20 13'-112 31 G 20 8'-10" 9'-3" 28 G 1820 17'-06 33 (j 2 24 24'-0"22'-8" 36 G 24 E 9' -4• 7 -q" 8,-9" 0• 7 F 10' 6'-9" 8'-10" 29 G 18 12'-5" 31 G 20 8'-5" 8'-9" 29 G 18 18'-1" 33 G 22 2'-9" 36 25 E , 8'-6" 20 11'-8" 23 7'-o• 8'-3" 20 15'-2" 25 21'-6" G 28 F 10 11' 6'-2" 8'-7" 30 H 18 11'-10" 30 H 21 8'-0" 8' 4" 30 'H 1g 15'-4" 32 H 23 21'8"20'6" 35 H 25 E 8'-1" 20 11'-2" 23 6'-8" r-11• 21 14's" 5 a F 11' 12' 5'-8" 30 H 19 11'-4' 30 H 21 7'-8' 8'-0" 30 H 19 4'-8" 32 H 23 20'-9" 35 H 26 E 7, 9" 21 10'-8" 23 6'-4" 7'-7 21 3'-10" 26 19'-r 29 F 12' 13' F-2" 7'-117 31 H 1 21 10'-10 0 31 I I 2124 7'-5" 7�-8" 31 H 1 21 14'-13, 32 H 2326 19 H 2 E 6" -3" 6 1" r-3' 4" 18.10. 35 2'9 F 13' 14' 4'-10" 7'-7" 32 H 19 10'-6" 32 H 21 7'-0' 7'-5' 32 H 19 13'-7" 32 H 23 19'-3" 34 H 26 E 7'-2" 21 9'-11" 24 5'-11" 7'-0" 21 12'-10" 26 18'-2' 29 15' 4'�" 7'-4" 32 H 19 10'-1" 32 H 22 6'-6" 7'-2' 32 H 19 13'-2" 32 H 24 18'-7" 34 H 27 E 6'-11" 22 9'-6" 24 5'-8" 6'-9" 22 12'-5" 27 17' 6" 30 * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B—El FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. r� CiSpNAL F1 c \FLAY C,Q�'.n� ~ No. C37948 EXE. 03131113 / /f aI ev: E.N. : 8162012 TOM CAMPBELL & ASSOCIATES, INC. uTTICE POST SPACING TABLEIAPMOE: LIVE LOAD . PA O COVER SYSTEM AS MFG. BY: RORAWN NONE COMMERCUL AND RESIDENTALL STRUCTURAL ENGINEERING FREESTANDING 10.20 630 pt1 DURALUM PRODUCTS, INC. ED BY: RANCHO CUCAMONOA,G (831)7114107 ATTACHED HORIL WIND 8 0 8269 P 1 SHEET 27 OF 33 100L.L. 100MPH (916)452-7021 403C 1G61,B �sObs�Ourel"m.com