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13-1480 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO > LA QUINTA, CALIFORNIA 92253 BUILDING & SAFE -TY DEPARTMENT BUILDING`PERMtT, Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 13-00001480 52390 AVENIDA JUAREZ 773-251-007-16 -000000- PATIO COVER - RESIDENTIAL COVE RESIDENTIAL 2000 Architect or -Engineer: 0 \S� J, I 0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am Ii nsed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi ess and Pr ssionals Code, and my License is in full force and effect. License C ss: 51 C8 & icense No.: 937811 Date: Contractor: O NER-B DER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 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.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY ' I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT ' Owner: BAILEY NORMA 52390 AVENIDA LA QUINTA, CA ( SUE Contractor: VALLEY PATIOS 37897 CHESTERF BERMUDA DUNES, (760)534-4634 Lic. No.: 937811 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/21/13 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier SOUTHERN INS CO Policy Number PWC006609-13 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should beco subject to the workers' compensation provisions of Section 3700 of the Labor C e, I shal f rthw' h Com with those provisions. Date: Applicant. WARNING: FAILURE TO SECURE WORKER 0MPE SATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to b ding cons ction, and hereby authorize representatives of this cou tyy enter upon the above-mentioned pro r r insp tion purposes. Date: v Signature (Applicant or Agent): Application Number . . . . . 13-00001480 Permit . . . PATIO COVER 2013 Additional desc Permit Fee . . 95.81 Plan Check Fee .00 Issue Date' Valuation . . . . _ 2000 'Expiration Date 5/20/14 Qty Unit Charge Per Extension . 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Special Notes and Comments PATIO COVER - 260SF LATTICE DURALUM PATIO COVER IN THE BACKYARD. 2010 CALIFORNIA BUILDING CODES. : ---------------------------------------------- Fees" . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 95.81 .00 .00 95:81 Plan Check Total .00 .00 .00 .00 Other Fee Total 95.88 .00 .00 95.88 Grand Total •191.69 .00 .00 191.69 LQPERMIT Bin # City Of La Quintd Building &r Safety 'Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # i Project Address: Z Owner�Name" A. P. Number: Address: %'4 OAAAAMY2 2 Legal Description: City, ST, Zip: QV53 Contractor: Q Telephone: � — F,.:•%�. <4;; :� �, <�,,.,<- <,;;��; Address: Project Descri Description: j p City, ST, Zip: /' oV a VTs TelephoneQ 2 x 3.0 , State Lic. City Lic. M. Arch., Engr., Designer. Address: City., ST, Zip: Telephone: '<= >«>' <>"::>::::,:"'::°'::":'::'::::' Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo State Lic. #. .,.:..,.M.,.,�.,�•�.:<.;;::-;>:.;:;:� "`'''"'`' ""' ' ' ' `'" Name of Contact Person:Sq. Ft.: U4O # Stories: #Units: Telephone #,of Contact Person:— Estimated Value of Project: 4111 aOOO OO APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Catcs. Reviewed, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance Title 24 Cala. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctionsrssue 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 correctionsfissue Developer Impact Fee Planning Approval Called Contact Person, A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees .m 5' 20' Bailey Residence 52390 Ave. Juarez La Quinta, CA 92253 Proposed 'Alumawood Patio Cover CITY OF LA QUIN TA BUILDING &AFETY DEPT. APPP VED DRIVEWAY LDATE_�I' Y IIIIIIIIII P "'rllllllll I' IIIIIIIII IIIIIII. 4 Iulllllllll � lu�liilf � I Ililllillll' ' ° IIIIIIIIU' � ="'0 IIIIIIIIII 'IIJIIPIIIIIIIIIIUIPIplglulp 'lull p � 'I,Ilpllll!94111'9111P1U' 'llllll Irl' 11� 1p�1;„�. 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EACNS�TAL!IOTION SHAL IIR, AN IDENTIFYING TAOQ'IgDICATING THE NAME AND boESS OFITHE MANUFAC' RI F�IDESION LOADS ANry ENCLdSA81 ILITY. 6 II UIIIII II IIII I ulll. Ir ,.. .,II„ or.._ .... �.. L� ., I n,,,,.. 1.1.„1:,. ry ,:, ,r I :: I,: �m„ I ................... 1 „ ,r II 4.11THE1 RA NGS!MIPSPECF ” "'11 1611 VIII 1 ,11111111 �) I IIIIII III I,II I�,nCA ONS SHOWN REARESENT ' E FINISHED STRUCTL{RE NLIESS, TH RW I '. „ 1 I n 1 4111 1, 0 E SEN D AND DO' NOT INDICA TH 161 11,1,.OD OF CONSTR TI III I1 II M1111 III„111,11, 1 ITHE7 I pp11 11 „1 ,.11 I „11111PI „„111x1 r'II"' I, h1,M 11111,•, I„ uV 1 II 111110u1,11a111i,1 CONTRACTOR SHALL- SUPERVISEIIIfAND DIREGTI^THE WORKIIANDISHALLIIBEISOLELY RESPONSIBLE FORu1A ILLICONSTR�}G�TION MEANSIMETHODSIL I,III, IIIIII �Illllullllll• 111, 5. THE APPROVED SET OF DRAWINGS(' D SPECIFICATIONS SHAM I BE KEPTATIJTHE JOB SITZ AND SHALL BE AVAI � 7T1 1 T�CHN DUES, SEQUENCE AN�IPROCEDURES. ,,,11:1 ,µ�, o. p'1 1 Il,null::,l .1 m11 „1 111f x 1 1 1,111 11 OF 111111111111111111101 UIlA1 NG AND, SAFETY AR ENT. TH III I 1 11, 1„11 I , 1LABLE „0 EAUTHORZED E ENTATIVEIS1g1,l1 111:11 1111111 '' �� ERE S EVIATION FROM I 1 PROVED PLANS AND P I ATI 0 a,6, Ill S ONS wlTHou AP 0 HAN 11 I, , 16,111„„„II„11,11„ OVE C GE I u1 ,,,1 11 11 1111„, :IIII III, ,II n IIIId 1 I IIIIIIIIIIII,IIJIIIII x 1 1 ,,,1L1 ,�r ° 11;1'111 8 FREEST�DINGICOVERS SNOT BE ENCLOSED WRHIITYPE'OFi1SOLIDIOR ES��MA'TERIAL„11111,11111111011II TII111�111111111nlllflll 1,111111,,,111111�u1„a1�ll III ��'IF'T111N111111111111 111iIIIJI11111111 t (IIIIIIIIIIIIIIII I I11111111V11,111 IIIIIIIIIIIIIIII 11111 7 ALL NEWIICONCRETE FOOTINGS 1„I� B II,,II' „u 11'1111'111 �u1.1IIIA EAR ON F RM I T U I U ND STUR D BE SOI : C RTIF FI ' „ .�,, ;,,,,,,•:, (` � O IED LL: ,,, ,,,,111 ��� p�� II , r , ,il „,,,1 1,7i'” „•.,� 11�. i� ,, I I I I I ,.I ISI, Ix I �,I I 1 I , , � 1A I„11 1,, :: .,�, I,«„ III„��, „I�e�, , 1 i ” : 4, ,,, ,:: ,: ,• .III I. 1 t 1 11. 1 1 1 11 ,1 1. 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UN PER SQUARE F' L D GREA RMAj�. 11,11 L, AR TE C ERCIAL fl USED RT Y � I I 1,10 1„ S ONL WHEN �! �' �„1 „ D J AREAS WITH A F TH u 09 E OF ZER I' 1 I„I 111 �, I o. I I � I I 11 , hT'i,” „,li ,,, I 111 I I,I I� 1 1 I 1 1 ,11 � III„I I III II,I IIII X11 4 I I' I I I"I I' '11 III"e 1 10111u 11 11 I 1u1n, tl,1 ,hn,,,eJ I 11111,6111 I I 1 10. D III II II 111 � ,,," �, „ 1 „"�,. � I� I II 1 111111111111101111111' JIII111111 11�11n111111U 1 11111111111111111111111111 1111111111111111�11111111111�. 111u1111111,I1h1nu11q IIIIIIII � IIIIIIIIIIII I IIII II 11116111111111 IIIIIIIIIIII IIIIIIIIIIII, ESIGN ADS COMBINATIC� S ARE IN ACCORDANCE � IBC SECTIONS 1805.3.1 � � 80.3.2. , :, 1 I 1 � I I I I 11 I III I 1 .III I I I I I I1 I I I I .I III IIII I � l0 111011111111111 0 I I I (IIII IIII IIIIIIIII , III 1 IIII1 I 111 � II I IIII I II I II III L II IIII 11111 IIII b � 1 IIII I I IIII I 1 •III II II -IIII III III VIII II IIVI II .III II I I I II II III II II IIII III II II IDES GN �o BIDERAT,ONS': II IIIIIIIIII III 111 p111Npg11 III IIIIIIII : lo!II9 11111III,II111i11 pd oulllllll 11111111 91�IIIIPIIII IIII IIIIII� 1IIIb 111111111IIq 1 Till II�III� 111111111 Illulull 1 ' IIII IIIIIIIII ,1 UI 1111111111 pill IIIIIIIIII I I I ,_ 1111.. 1111111 IIIIIIIII,,, 111 11111,• .IIII 111111 1 I I I ,, , II I ► II I '11181 1111 I 1„ 11 1 i l 11 , I 1 ' I I� I 11 1 I I I j l ,. 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DIVIDED BY THE COVER PROJECTION OR 'DTH PI SHALL NOT B SS ONE 1 . 11' L.'+.. 1111111111u ( 141 111 O r1 1 ,I 111, 1 1,1,1,111,, ,,I 1111, IIP, IIII ( 111 I1, III l MA E I nu�Lla� c E�cAnoHs. I I , � ,I 11 I Ill I I1 1 I , II II I ITEJYEILDAND II 11 1 1 11� I I I 11 I I III 71 I I I IIIIIIo1111 111 I I II 6111I11111u 111: 611 II I II I I II 11 IIII IIIIIIIII bull d 111111111111 IIIIII 1 1 111101,,1 I II III all III III II IIII l lllou 111111 �11 111 111 11 �11 II 19. B S S' BE'SPLICED O II 1 11,1119 1 11 IIIIII �I IIII JI �I III IIII I, R T� CENTER SUPPOR �r�LY F A THREE POST�O 1 O�. I;, ,111 �I I O III II III IIII I 1 III II 11,11 „x1,11„11, 111,1,1„ „111 ,1,11 ,IIII II 0 11.1..1.111 II II u1111 III 1 1+' 1 r"'l l 1 11, 1 1 "III 4i11 1 1.11.11 20. ALTEFfN�\TEALUMINUM ALLOWS MAYBE SUBSTINTED FOR WHOSE SHOWN,JPROVIDED THEY ARE REGISTERED THITiHE ALUMINUM ASSOCIATION AND 11AVE'EQUAL OR G 1 1..'01"0"11 �..�,t”' . „ 11'x- ,,.,.. 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I 1 111 411 ,1IR'1 1 I IIIIIIP,, VIII 11 1 'If 1111 „JI I I 1111111 II I II '111 'S i NFORM TO ASTM I I 1 .1 I ORADE40: I I I I,I 1 I 11 I I i 1 I� I I I I .I � I I 1 I I h011:1,11111„ 111, „!� 1 I 1.1 I � I 11 1 , I 111, ,: 111,11, I, I 1 'u 1 II 1 IIII ,1 IIIIIIIIII VI III 111 I 1 1111111/1 1111111111 I IIII U16i1111 117111 1 I I II 1 1 111. 1 $ u 11 1 11111 . II 1 IIII I III 1 1 IIII ������ J 1 111111 IIIIIIII IIIIII. III 611100x. 01.11 x1111111111111 II 1,111111 r�,.,,111 (I IrUI111111111 ''„11111•„IIIII.I.1,9.,,11 11611111U 24. F RNERS ALUMINUM BOTS SHALL BEIyT4; 3T� 11 TS SHA • 118E4ASTM AI7IIALL BOLT919HALL HA E 9 ANDAR ° llTIpLATED WAS ERS. WooD,l'AND LAGISCR SAKE- UIRED TOI L1J,111111„111 „1�,,,1• 6,1 111".. IIIIIIIIIIII BE INSTALLED IN ACCORDANCE (WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL ( ICC -ES ESR -2'!Q@ FOR CONCRETE AND FOR MASONRY). NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED ORAWI�BY�,IE;N. r. . ,. ,. Ii1 u'„1.,., '1 I.lil l' .'v,1 LNE LWC ,I PIA 1,:„r1„ RI .Y „IITiT ,Ia'I, 411 11 I II II IIIII(IIII IIII DAT , , IIIIIIIII�������I Ti11cnMaBeu s l 1,.1111111fns, INE111111161111!111 111111 IIIIIIIIIIII 1: 1 1 "1� I 7. J I ol.@IIII EWIO,B5 ,IpP0u91pug4 X61„; = I UOObbIb6ublu IIiIERCf/1LIlANC1910ENiULlB PAL EN0I oIERA<NO,ESIIIV 1111111161 Asia - 11,11 DURN UMP„ ,INC,,Il1h11u111111!u11111 (IIIIIIIIIIIIIIII 6116111111111 u,111n1, 1n' 111111111111111111111111 REVtBEDN "e I RANCHO CU I (esi 14,.ZiQ7 II SAQ,RAMET„SHEET( �,1h1INE A o,.,,.. 111111 1111111111111111111111 VIII IIIIIIIIII IIII11 ,fa„1111 01,11 . 11111tIIIIIII 'III (p70 3'70Y 1� 11111-1-1111 ” t0 ,�1001�1. wll�Wwlul .gin utWuWL �I I I 11 1 1 11I111,,'1o1v1/1I101I1U1 I 1II1i1i 1I111I 1I,I I it11�1n111111II1I1I1 � III IIII I I 1111I 11.,1,1x6I I,111.11111:1111I1, I1 I��� II IIIloI1I I IIIIII.I,I;IIIIIIII11111111111 ,na11111 U 111 .0x1111 .. ,101111111111111 11 111 , i I„IIInIlIIlIlI ll 0111111 11111111 111 .1011111 ., 10 111111111 III I 111 10/11111 ” „101 1111111111I,, .mmll ,,10111,111 1o11N .011 I IIfI UI IIIII 11,111I1011 11III jilq IIIiIIIIIIIbIIIiIIIiIIbIIIIDI' "CJI IIlllllllll!III!II!IIIIIIIIIDII �11!!I!Illllllllll�llji i�llill' �Iliiill��i i� Ullliil!IIIIb1iIV� dlililllll IIII!I!IIIIII(IIII I!elpj I (IIII@IIIIII IIVI Q' IIIIIPII!Ilbllilil!I!IIIIilU1 I'' ��IIIIIIIIIiiiilliliilllillli�iP� I 4111!IIIIIIIIIIIIII!IIIIIIIIIIII��I�I IIIIIIIIIIIIIIII��II IIIIIIIIIIIIiIl1� IIIbNllllllll!III'111 !illl!III!IP!I!II ' 1111111!i191i1ilil''I' III�11 IIIIIIIIIIIIIIIIIIIIIIII SII 41111111111 111111!IIIIIII II 1 ¶111111 �IIJhIIIIO!1!�II �lilllllllllllilllliilll'11111111i16ilul l��lll!II6'illiVlllllil;I I' Il I (IRI 1111!10911111111;1, I�, �I!IpIIU �III!i Ilq IIV ,I� � i1i1111111111111I1i1�1111 1111u6ibll61111111 r * RAFTER SEE TABLE SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES. AND FSPPAACNG NG _� OPEN LATTICE TYPES THIS OPEN LATTICE -TYPE STRUCTURE_' tea' MAX PRQI. �` MAY BE COVERED. SEE SCHEDULE / SEE SCHEDULE MAX O.H. O ` RAFTER SEE TAE 23% OF SPAN BL \ FOR SIZE q, AND SPACING t� " cl;OFSP LENGTH OF STRUCTURE VARIES r POST WITH SIDE PLATES IIII SEE DETAIL \ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. t `-\ FOOTII SEE 81 OPEN LATTICE -TYPE COVER. :THISOPENL SCALE: Flits - MAY.MBE TYPE "E" ATTACHED SINGLE SPAN LA1710E Sl RAFTER �SEE TABLE MAX PROJ. F SIZE SEE 3ClfE�Il' AND SPACOq �--�C MAX O.H. 25% OF SPAN LENGTH OF STRUCTURE VARIES NOTE: 3 1? SUB ATTACHMENT MAY BE USED WHERE LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES SEE DETAIL EACH COMPONENT IS INTER- 3 1rt SLAB ATTACHWIVT IERE FOR EABLE WITH ANY OTHER SEft MAYBE � WFffRE PERMITNT UNLESS OTHERWISE SHOWN. �gF SEE SCHEDULE FOOTING DRFET�D SEE SCHECOINOEIBE SM 9 TYPE "F" ATTACHED MULTISPAN UTTICE STRUCTURE 1 ~ N . C3T HOTS THIS OPEN LATTICE -TYPE STRUc�URE 1 EXP. Li e7 ,4' sE"E"BartniAE Ger NOT BE COVERED. a LENGTH OF STRUCTURE VARIES � 3 1? SLAB (iia V POST DET MAYBE USED t NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN CHANGEABLE WITH ANY OTHER t 8�ClNnE NO.ULE EE uA�SLAB BE o COMPONTENT UNLESS OTHERWISE SHOWN. c NOTE: EACH COMPONENT IS INTER- TO � CHANGEABLE WITH ANY OTHER t SCHEDULE OPEN LATTICE -TYPE COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. ERE REQUIRED SCALE NTS SEE SCHED. FOR FOOTING CUBE SUE SEE BONED. FOR FOOTING CUBE BLUE TYPE "G" FREESTANDING SINGLE, SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD = PA Y M O. : VWAq ERI 0195 DATE: 100172012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I OPEN LATTICE 10, 20 6 30 pd DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 STRUCTURES MOGiIZ YWND • 90,100 B 110 MPHSHEET 8289 ALPINE AVE. BACRAAIENTO, CA 96820 (916)162.7021 FAX 1031518 9de�dMdurrLcom 3 OF 33 ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS -� 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE * SO. POSTS, SIZE VARIES ----r - * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X S 1/2' SIDE PLATES. SOLID PANEL TYPES11 k% i ATTACHMENT CHANNEL h!OFS�U ALUMINUM SEE DETAILS ^LLL NOT -ftl/, ROOF PANEL MIN. 0.25' SLOPE PER FT. TME PRaI CLES� IES SE FOR SPANS -� OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 3 117 SLAB `� ALTERNATE: ATTACHMENT SINGLE POST *ABE USED SEE SCHEDULE I WHERE PERMITTED. IAPAq EW 0193 SEE SCHEDULE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MAX. HT.= 1Z NOTE: NO SPLICE AT THIS POST AND A END BAYS. - FOOTING WHERE REQUIRED SEE SCHEDULE SCALE: NONE REVISED BY: FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS II 90. 100 I1 MPH CHANGEABLE WITH ANY OTHE SHEET 2 OF 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, SIZE VARIES ALTERNATE: 3 1R' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHEREREOUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1R x V STEEL ROD TYPE "C" FREEST SEE SCHEDULE FOR POST SPACIN SPLICE AT THIS AT END BAYS. 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - * SO. POSTS, SIZE VARIES 31R' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.- 1Z N TING WHERE REQUIRED I _ W SEE SCHEDULE FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- OkA j CHANGEABLE WRH ANY OTHER m I COMPONTENT UNLESS OTHERWISE SHOWN. "B" ATTACHED MULTISPAN W/CANTILEVER OPTION v vw �+�+ EXP. 1 b� BEAM NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWSE SHOWN. ;ANTILEVER OPTION mimum PANEL MIN. 0.25' SLOPE PER FT 'O.M.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 3 1R' SLAB SINGLE PO: MAYBE USED SEE SCHEDUI TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1R x 17 ;STEEL ROO / CHANGEABLE WITH ANY OTHER I COMPONTENT UNLESS OTHERWISE WISHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N.. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD • A R : IAPAq EW 0193 DATE: 101018012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLIDPANEL STRUCTURES t0, 20 4 30 pd DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUC�AMONGA CA (051) 711-2107 90. 100 I1 MPH &M ALPINE AVE.. SACRAMENTO, CA 950M (916)162-7021 FAX 100-161G alw®duNm.00m SHEET 2 OF 33 r (-'•RAFTER -SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS ---90/100/.110 MPH - -----EXPOSURE B &C _ .2' X 6 1/Y RAFTER i DBL. 2'x 8 1/2' RAFTER 1 90 MPH 100 MPH 110 MPH LL.= T Y 90 MPH 100 MPH 110 MPH r r MAX (PSP) -(IN.)EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSP) (IN.) °�� EXP. B EXP.0 EXP. 8 EXP.0 EXP. B EXP.0 1B, Wi6'-0*l4'-l_* 10'-9' 91-6' 9'-9' 8'3' 16, 16'-10• 14'-10' 15'-2" 13'•4' 13'-9" 12'-2' 03 - mn " 14'-6' 14'-6- .042 14' 8' 13'-1' 19' 8' 19' 8' $' e.5' :oar .037 .024 .024 e.s .ar 8'-10" T-9" 8'-1' T-1" 13'-9' 17-2• 17.4' 11'-0' 11'3' 10'-0" 24•• 11'-9' 11'-9' 11'•9' 10'-8' 24" 16,_1• 18.1• 16_1• 16.1• 16_1, 15.1• 14'1' 17-8' 13'-1' 11'-0' 22'-6' 19'-10' 20'3• 1T-9• 18'-4' 16'-2' .aRAFTER r■e trr RAFTER OBL r x e fir RAFTERS 18"18 6 18 6' 18' 6' 18'-0' 18'-8' 1 T 6' 16" 26'-0' 2S-0' 2S-0' 28'-0' 26'-0' 24'-r ALUM. ALLOY 300IMM ALUM. ALLOY 300410E ALUM. ALLOY 3004113E 1 O1 2 10 .032 OR EQUAL OR EQUAL oR EQUAL `� r4. 1 11'-9' 10'x' 10' 8' 9 $' 24' 18'-4' 18'-3' 18'-T 14'-T 15'-1' 13' 3' lit SEE NOTE BELOW *SEE NOTE BELOW 15'-1' 15'-1' 15-1' 15'-1' 15'•1' 14'3' 2i'-2" 21'-2" 21'-2" 21'-2' 21'-2' 20'-1' 0'-10' 181-6' 18'-9" 16'-r 1T-1' 15'-1' 29'-8' 26'-0' 26'-0• 23'-3' 24'-1' 21'-Y [16' 3' x 8' RAFTER .042 t8' 22'-2• z7 -r n'-2' 27-2' 22'•2' 21 2' .042 16' 31'3• 31'•3' 31'.9' 31'3' 31'-3" -1 •T•100 MPH 110 MPH 24, 1T-1• 15'-1' 15' 4' 13'•r 14'-0' 12'3' 24, 24'-1' 21'•2" 21'-8' 18'-1' 19 8• 1T3' (IN.) EXP. B EXP.0 EXP. B EXP.0 18.2- 18•-Y 18'-2' 18'-2' 18'-Y iT 4' 25'-T 25'-7' 25'-T 25-T 2S -T 24' 4' 20'-8' 18'-2• 18'-9• 16'-7' 16, 12'-0' 10'-7' 10'-9• W-6' 9'-9" 8'3' 16, 16'3' 14-10• 15'-2' 13'-4' 13'-9' 17-Y 10 D42 26'-10'-2 8'-10" 28'-10" 25'-1' .024 12'-0' 12'-0' 12'-0' 12'-0' 11'-T .024 18'-3" 18'-3' 18'3' 18'-9• 16'-7" 18'-10" 14'-10" 15'-4' 13'-T 9'-9' 8' 8' 8'-10• r-9' 8'-1' 7'-1' 13'-4' 12'•2' 174" 11'-0' 11'-3" 10'-0- 24' -0" 27-0• 22'-0' 22'-0• 20'-0" 24" 9'-9' 9' 9' 9'-8" 9-9" 9'-9' 9'4i' 24" 13' 4' 13' 4' 13'x' 13'-4' 13'-4' 17-10 16" 22'- 20'3' 20'-8" 18'-2" 18'-9' 16'-7" 18, 15'3' 14'-1' 14'-4' 12' 8' 13'-1' 11' 8' 16, 21' 6' 19'-10' 20'-3' 17'-9• 18'-4" 16%2- 27-2' 22'-2' 22'-2' 27-Y 22'-Y 21' 6' 15'-3' 15'3' 15'-3' 15''r 15'-3' 14'-9' 21' 6'--21—.' 21'-0" 21'6' 21' 6' 20'-9' 20 �2 24' 18'-2' 16'-7' 18'-10' 14'-10' 15' 4' 13'-7' 20 .032 24' 14'-1' 11'-r 11'-9' 10'1' 10' 8' 9' 8' 20 .032 24' 1T -T 18'3' 16'-7' 14'-T 15'-1' IX -3- V2 3'-3' 18'-2' 1 B' -Y 18'-2' 18'-2' 18'-2- 1 T -r 12'-0' 17-0' 12'-0' 12' 8' 12'-0' 12'-1' 1 T -r 1 T •r 1 r -r 1 T -T 19•-" 19'-4' 19'-4' 18'-2' 18'-9' 16'-T 18' 4' 18'x' 18' 4' 16'-7' 17'•1' 15-1' S'-10• ZS' -10' 25'-10' 23'-3' 24'-1" 21'-Y 16" 19�' 19'4' 19'4' 19'4' 19�' 18'-10' 18" 18'•4' 18'4' 18'-4' 18'-4' 18'•4' 1r-9' 18" 25'-10' 25'-10• 2S-10' 25'-10' 25'-10' 25'-1' 30 �2 24' 15'-10' 15'-10' 15'-10' 14'-10' 15'-4:-413'-r 042 24' 15'-1' 15'-1' 15'-1' 13'-r 14'-0' 12'-3' 042 24, 21'-2• 21'-2' 21'-2' 19'-8' 1r-3" 15•-10" 15'-10 15-10" 15'-10 15'-10" 1 '-0' 15'-1' 15'-1• 15'-1' 15'-1' 15-1' 14'-r 21'-2' 21'•2' 21'-2' 21'-2' 21'-Y -0 8 9• 20'-0- Ie* 10'' 10'-6' 10'•" 9'-6" -9' 8'-8" 18, 14'-Y 14'-2 14'-Y ' 13'4" 13'-9' 12"-7 * NOTE: SINGLE RAFTERS SPACED 18' O.C. MAY A� 10'•6• 10'-0' 10'-0' 10'-0' 10'-6• 10'-Y 14'-2' 14'-Y 14'•2' 14'-2' 14'-2" T-10" 3r O.C. WHEN DOUBLED AND SINGLEnn� 24024 24' O.C. MAY BE USED AT 48' O.C. WHEN D \T�+Y C► 44' 8'•r 8'-8' 8'-T T-9' W.I.' T•1' 24, 11'-0' 11' 8' 11' 8' 11'-0' 11'3' 10 0' 8'-7' 8'-7' 8'-T 8'-T 8'-T 8'�' --1-0 —5-8- 1 8" 11'•4- FOOTNOTE: 'SAMPLE' m 13'-3' 13'3' 13'3' 12'-0' 13'-1" 11' 6' 18'3" 18'-0• 18'-8' 17'-9' 18'-4' 16'•2' a 18' 13'•3' 13'3' 13' 3' 13'3' 13'3' 13'-0' 18" 18' 8' 18'-0' 18' 8" 18'-8' 181-8' 18'3' FIGURE INDICATES 03 30 .032 ATTACHED ��-- 10'-10' 10'-10' 10'-10' 10'x' 10'-8' 9'-0'. 15'-3' 15'3' 15'3' 14'-r 15'-1' 13' -3 - ATTACHED fCA�Tft`, 379 24" 24' fl— FREE N tIcP. 03%31 �i 10'-10' 10'-10' 0'-10" 0-10' 0'-10" 103' 15'-3" 15'3" 15-3• 15'3' 15'3" 15-0' 16'-1' 16'_1• 16'-1' 16'-1• 18'-1• 15'-1• 27 -r27 -r 27-r 22'-r 22'-r 21'-2" PRO.IECTISPAN ,9 16" 16'-1' 18'•1' 16'-1' 16'-1' 18'-1• 15'-8' .042 16" -T 27-r 22'-r -r -r -0" 2 O.H. 13'•Y 13'_2• 13'-2" 13'•2' 13'.2• 12'3• 18'-6' 18'-6' 18'-0" 18'-8• 18'-0' 1 T-3' 24' 13'-2' 13'-2" 13'-2' 13'-Y 13'•2' 12'-9' 24" 18' 8' 18' 6' 18' 8' 18'-0' 18'-8' 18'0 TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) fl O.H. 8 7 B 9 10 11 12 13 14 15 16 17 16 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 TRIBUTARY TRIBUTARY= WIDTH 112 SPAN • O.H. 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 B 8 9 9 10 10 11 11 12 12 13 3' _ 7 7 8 8 9 9 10 1 10 11 11 12 1 12 1 13 13 14 • e NOTE: TRIBUTARY ON MULTIPLE SPANS IS 4' _ - _ 9 9 10 10 11 I 11 1212 13 13 14 1 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 5• _ _ _ _ _ 11 11 12 12 LTIO COVER SYSTEM AS MFG. B 13 13 14 14 15 15 16 DRAWN BY: EN. TOM CAMPBELL 8 ASSOCIATES, INC. LNE LOAD • DATE: 10101/2012f 0, 20 a 30 pd DURALUM PRODUCTS, INC. IAPMO ERI 019E SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAPIER SPANS HORIZ WIND � SMALPINE AVE.. SACRAMENTO, CA 9ee2e REVISED BY: RANCHO CUCAMONOA u (957) 711.2107 90, 100 a 110 MPH (91e)4 lotlu9MlLaom 82.7021 FAx403.1e19 p� SHEET 7 OF 33 3 8 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID 'COVERS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 Y2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 Y2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS NUMBER OF NO. 14 TEK OR SMS SCREWS > NUMBER OF NO. 14 TEK OR SMS SCREWS > NUMBER OF NO. 14 TEK OR SMS SCREWS 5o PER FOOT OF HEADER LENGTHo PER FOOT OF WALL HANGER AND HEADER LENGTH c PER FOOT OF HEADER LENGTH 90 MPH 100 MPH 110 MPH 90 MPH 100 MPH 110 MPH mW22 MPH 110 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. C EXP.13 EXP. C 3 3 3 4 4 5 2 3 3 3 3 4 2 2 3 5 3 4 4 4 4 5 5 2 3 3 4 3 4 5 3 3 3 6' 3 4 4 4 4 5 6, 2 3 3 4 3 4 6' 3 3 33 4 4 5 5 6 3 _ 4 3 4 4 5 3 3 4 CEILING FAN AND/ OR LIGHT FDCTURE (MAX 30 Ibs. ) FAN BEAM (19'-0' MAX SPAN) 7' 3 3 6' -3--4 9, 3 4 10' _4_- 4 11' 4 5 12, -4---5 13' S 6 6 r 5 7 FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING r HEADER T=.075' 2 /r TYP. FAN BEAM ALUM. ALLOY 6063-T6 7- 8- 9. 'S'9' 10' 11' 12' 13' i I FAN BEAM 2 R' ! #14 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER 4 4f 4 7 FAN �y. �1" 2 42' #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD. PATI ER . BY: UPMO ER/ 0196 IDRAWNBY.E.N. DATE: 10001/2012 Fc1-MEA CULL AND RESIDENTIAL STRUCTURAL ENOINEERINO MINUMUM 10.20 A 90 W DURALUM PRODUCTS. INC. SCALE: NONE REVISED BY: RANCHO CUCAWNQk CA (961) 7414101 ©�1��. HORIZ WINO - 9o. too a 110 MPH 6289 ALPINE AVE. SACRAMENTO. CA 96026 SHEET B OF 33 (910)462-7021 FAXQ3-1519 uMs@Wwr"opm mm, I' ��mm ������� mmm mm, �� �p-mm�� ®���w� ®mm�smm mO UNWIPAWRIP CEILING FAN AND/ OR LIGHT FDCTURE (MAX 30 Ibs. ) FAN BEAM (19'-0' MAX SPAN) 7' 3 3 6' -3--4 9, 3 4 10' _4_- 4 11' 4 5 12, -4---5 13' S 6 6 r 5 7 FOOTNOTE: 'SAMPLE' FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING r HEADER T=.075' 2 /r TYP. FAN BEAM ALUM. ALLOY 6063-T6 7- 8- 9. 'S'9' 10' 11' 12' 13' i I FAN BEAM 2 R' ! #14 x 3 1/2' S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER 4 4f 4 7 FAN �y. �1" 2 42' #12 S.D.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD. PATI ER . BY: UPMO ER/ 0196 IDRAWNBY.E.N. DATE: 10001/2012 Fc1-MEA CULL AND RESIDENTIAL STRUCTURAL ENOINEERINO MINUMUM 10.20 A 90 W DURALUM PRODUCTS. INC. SCALE: NONE REVISED BY: RANCHO CUCAWNQk CA (961) 7414101 REQUIRED COLUMNS HORIZ WINO - 9o. too a 110 MPH 6289 ALPINE AVE. SACRAMENTO. CA 96026 SHEET B OF 33 (910)462-7021 FAXQ3-1519 uMs@Wwr"opm COLUMN / POST TYPES & - SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT = 10' i�32y MAX. HEIGHT C = 10' i 3.00' SQ. 3.00"SQ. ` 2 • I aio SMS 3.00" SQ. `, .032' M S4'O. IDC.E J1.00-- I i 6.5./.3- ` C .14`R O / TYR .048'STEEL O` 5/8' PLASTIC PLUG •28" O O 3" SQ. ALUM. POST 3" SQ. ALUM. POST / I MAG POST WITH SIDE PLATESOD 3" S .STEEL POST 3" SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H38 ALUM. ALLOY 6083-T6 ALUM. ALLOY 3.00" OR 8063-T6 2.40" 7/16.0 HOI 1.375" FOR 3/8" h O—r 0 I x. 75" ASTM GRADE 38 STEEL INSTALL 1 ' x %'x x X' HDG WASHER PLATE AT ANCHORS 1.60" 1.5 ,090" TYR [FOR NSTALL 1 ' x 1 ' x %`' HDG WASHER PLATE AT ANCHORS 110 MPH ALUM "T" BRACKET 1 �t0� ��IV. az * ~ No. C37946� �. , EXP.0=1/j .157'. TYP- SE POST ONLY 1; 2-1/18'0 STEEL "T' BRACKET ALUM. ALLOY 8063-T6 "H" BRACKET i =3"S0.xt-.18W III K )=4"SQ.xt=.250'II 1 3.0-04 4.0- 1 T SQUARE STEEL POST ASTM A500 GRADE B 2 FLANGES 2 1/8' APART 1 I BASE FLARES TO 3'WIDE EA. SIDE OF FLANGES 1-7/16.0 HOLE 8 2-3/8' HOLES . TYP. EA. SIDE (4) -SDS 25412 3114 SDS, 3 PER SIDE r � I 3" x 8" ALUM. RAFT. BRACKET 3" x 8" ALUM. HEADER - HEADER BRACKET n7i DRAWN BY: E.N.TOM CAMPBELL 6 ASSOCUITES, INC. LIVE LOAD •TEM • 13Y.. IAPMO ER! 0196 DATE:10MI12012 COMMERCIAL AND RF$IDEHTIAL STRUCTURAL ENGINEERING COLUMN 1 10.20 8x0 pd DURALUM PRODUCTS, INC. 1(910)462-n2i SCALE: NONE REVISED BY: RANCHO CUCAMONGA. CA (851) 741-2167 POST TYPES - HOR12. WAND " I 80, 100 6 110 MPH IM ALPINE AVE., SACRAAS°NTO. CA 86826 FAX 403-1519 UbsOd r.Axn.00m SHEET 8 OF 33 I HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 •_ N l7 C, .281' 'R ,$ WALL C.)ri FASTENERS ALUMA LOY SEE TABLE 6083-T8 1.75 O O ROLLFORMED HANGER EXTRUDED HANGER CHANNEL A34 FRAMING ANGLE SEE TABLE FASTENERS, SEE TABLE R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X ORS 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROJ. WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA SIDE OF RAFTER (2 PER RAFTER TO BLK'G) EXIST, (24' MAX.) EXISTING EAVE CONNECTION RAFTER WALL FASTENERS SEE TABLE 014 SMS PANEL LOCKS OR #6 SMS HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) AT EA CONTACT AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED CON71NLIOUS A- RAIL ROOF PANEL (WHERE OCCURS) 90 ALU6�T8 Y 100 A B B C D D E E F 614 SMS 0 EA CONTACT A B B C D D E E IF WALL CONNECTION O /X14 SDS ®8'O.C. ALUMAO 6083 -TB Y I.R. HANGER OC 2.740- T=.060' J w O WALL FASTENERS � SEE TABLE O SEE PAGE 33 FOR A APPROVED ROOF PANEL EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16' O.C. CELL AT FASTENER) OR CONC. OVERHANG (L) LL -10 LL=20 LL=30 LL 16 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 D E E IF 24' 12'-8" 9'-10' DESCRIPTION OF LAG SCREW SEE NOTE BELOW 2"x B'24.0018, NOTCHED A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24.O.C. MAX. Z B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.' 2 W C=SDS25412 AT EACH STUD, 16' O.C. MAX. N N D=3/6'0 x 4• LAG SCREW AT EACH STUD -E=3/8'0 x 1 1/8' AT 18' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 2'xB' FULL OR26.0' 25X8' NOTCHED 'F=3/8"0 x 1 1/8' AT 12.O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE BELOW RAFTER WI SAME CONNECTION'S. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1 EXIST. RAFTER I 4e6 0R ab LEDGfA 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 B'24.0018, NOTCHED .. 28'40• 22'-2' 18'-1' 24• 18'-8' 14'-9• 11'-10' 2'xB' FULL OR26.0' 25X8' NOTCHED 24' O.C. BELOW RAFTER WI SAME CONNECTION'S. WALL CONNECTION 030 2W -(r 26'-0' 24' lir-81 22'-9' 181- 2'x8' FULL OR26'-0 25x10' NOTCHED 24. O.C. • -0 26'' 26'-0' 24' 26'-0' 26'-0' 24' -4 - 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 paf (MIN) TO 8 psi (MAX) RLL - 20 6 30 psi 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 pal. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, & 30 psf ION L.L.-(2)114 SMS EA. SIDE 20#/30#LL.=(2#14 SMS EA. SIDE U -BRACKET 1 1/4' —T3/4. OR 1 10 I 4e6 0R ab LEDGfA I I 2'x61/2'OR 2 EACH 1/4'0 x3.1? LAG SCREWS L.Lr10 pei 2 EACH 7/18.0 x 3.1/2• LAG SCREWS LL. -20 AND 30 pef1RW 5 -MIN. 3'x6' ALUM. -.#a. I MIN. PENETRATION INTO EXISTING _�RAFTER 3/4' OR 1 1/2' f(3) No. C379d AXP. 03131 8' NOTE: PROVIDE WATER PROTECTKNd METAL FU�4H0dG CAUCK JOINS AHD SLOPE r— TO DRAIN FOR SPAN SEE ALLOWABLE DECKAAFTER SPAN TABLE I 4e6 0R ab LEDGfA I 2 EACH 1/4'0 x3.1? LAG SCREWS L.Lr10 pei 2 EACH 7/18.0 x 3.1/2• LAG SCREWS LL. -20 AND 30 pef1RW LIVE Lam - to, 20 a 30 pex -.#a. }M4x1 314•(2' MIN. PENETRATION INTO EXISTING SCALP: NONE f(3) PATIO COMWOODSTUD) HORIL NM1ND . 8E ALPINE AVE. SACRAMENTO, CA 0082E 116)45-7021 NOTE: USE LEDGER WHERE RAFTER SPACING RANCHO CUCAMONGA, CA (951) 741-2107 ATT MACH ENTS 90,100 6110 MPH EXCEEDS EXISTING STUD SPACING SHEET 9 OF 33 NOTE: BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE'SIKA R MATERIAL BETWEEN BRACKET AND COMP. MAY BE MOUNTED RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER WI SAME CONNECTION'S. WALL CONNECTION 030 BRACKET CONNECTION DRAWN BY: E.N. DATE 1Od01/1014 TOM CAMPBELL 8 ASSOCIATES, INC. HANGER CHANNEL LIVE Lam - to, 20 a 30 pex Tl VER F Y: URALUM PRODUCTS, INC. IAPMO ER/ 0106 SCALP: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BRACKET HORIL NM1ND . 8E ALPINE AVE. SACRAMENTO, CA 0082E 116)45-7021 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 ATT MACH ENTS 90,100 6110 MPH FAX 403 1519 etleerOduflun cc, SHEET 9 OF 33 EXISTING SLAB ATTACHED ALTERNATE FTG. CUBE SIZE COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 18' 18' SQ. 12' 20' ALUM�� S,C,D, RE. 12' 22- 25' SO. 16' " T BRACKET OCKET I POST 32' SQ. STEEL POST ONLY: 28' 35' SO. 25' POST W/ 39' SO. CpF oH,J�OR � USE P J OR PE F, G. H, J OR K (3}618'0 BOLTS FOR POST TYPE J N. f (2}M 2 \ W. POST TYPEBRB K 34' , 55' SQ. 3r 3'SQ. POST 91DE OF POST OR r SO' POST USEM• rLOPA n 64' SQ. 41' 4 69' SQ. l 1/4' M.B. THROUGH KWIK OR EOUAL 1R DEPTH OF 1 (2} tICO BOLTS 18'INSERT POST SEE NOTES BELOW STEEL !'BRACKET: USE 2 NILTI KWIK }�1B'B FOOTING OR , FOR ALL OTHER CONDITIONS' 4 S x .188' (2}1/4'0 POWERS WEDGE. Ba><s oR EDWL 1r MIN. EMBD. I ASTM A36 • BOLTS+ OR EQUAL, EACH 2 N" EMBEDMENT DEPTH . I :: ; STEEL [ BRACRIH TO SLAB. FOR KWIK BOLTS) I �� T.O.C. (I(1 MINIMUM DISTANCE TO i -SO EDGE OF SLAB - 4* OR MSE TO CRACK - 1(' d :ter �•• ui zd H ASTM A572 STEEL (1 �' MIN. EMBEDMENT) ;! o -�+��SLAB SHALL BE IN. 7DE POURED CONCRETE FOOTING SEE NOTE IONG,1'GOOD FROM ENO o CONDITION POST L� :� Z3• SQ POST (STL)OF OR FLUTED 3 tUl- MIN. SFEORE FO�OQU COPOUREDNCRETE 30UAgE, 3EE FTG: OR 4' SQ. POST (STLNSERT EXISTING SLAB ATTACHED ALTERNATE FTG. CUBE SIZE SQ. IW DEEP ' CUBE FTG. 18' 18' SQ. 12' 20' 21' SO. 12' 22- 25' SO. 16' 24' 28' SO. 20' 26' 32' SQ. 23' 28' 35' SO. 25' XY 39' SO. 28' 32* 43' SQ. 30' N. 47' SQ. 32' W. 51' SQ. 34' 38' 55' SQ. 3r 40' 60' SQ. 39' 42' 64' SQ. 41' 44• 69' SQ. 43- ' CUBE FOOTING W 4' SLAB SCHEDULE IN BEM/ SPAN TABLE 3' SO. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23' 8 24' CUBED (2)-1/tO 3 1/4- 25' - 3D' CUBED (4),U2'0 3 1/4' 31' - 34' CUBED (4}5!8'0 4' 35' - 39' CUBED (4)•3/4'0 4 3/4' 40--4r CUBED (4),V4V 43/4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED FOOTING NOTES: ' 1. DO NOT USE ALUM. T BRACKET WITH 3x6 BEAM WANSERT, MAG BEAM, 4- OR r I -BEAMS. 2. POST TYPE E INSTALL. WASHER PLATE. 2-XX'X5WAT STEEL T BRACKET, 3. POST TYPE F DO NOT USE STEEL T BRACKET W/7' I -BEAM. i PL.S/8'THK. ` 11/r 11/2• I ' WELDED STEEL BASE PLATE 1 Q BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 rSQ.x5W B,C.D,F,G,6H FREESTANDING! BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE d TYPE) (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS S'x9'x 5Ai' STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4' EMBEDMENT DEPTH) ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C i EX•B&C EXB&C 10' OR LESS 3'-4' SQ x 3'-8" SQ x 4'-0" SQ x 18 DEEP I 18 DEEP 18 DEEP 20' OR LESS 4'-0' SQ x 4'-7' SQ x 5'-0" SQ x 18 DEEP I 18 DEEP 18 DEEP C37948 03131/j, DRAWN BY: E.N.TOM CAMPBELL Il ASSOCIATES, INC. COLUMN LIVE LOAD" PATI VER Y M MFG. Y: ' IAPMO ERs 0195 DATE IMIMO12 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 & 30 pd OURALLIM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMOlpA G (961) 711.2107 AND EMBEDMENT _ 90. 100 6 10/ MPH ! 6289 ALPINE AVE. 403.1512 ula, G 86628 (91e)462.7at?1 FAx40a1619pModInMxlteom SHEET100F33 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52' .61' GUTTER EXT. CLIP GUTTER EXT. CLIP J 3.00" ryS�Q. IF ir 2.00" SPLICE WHERE I _40— OCCURS SPLICE WHERE SPUCE WHERE 1.79' OCCURS occURs 4A• .075 2.5r 4.TYP. 14"R 2.19' 2.01• owTYP. " z.o4• TYP. 2.08" ass• .28" " 4.0000 3. 2.r ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 AL OY 3004-H366 5" ROLLFORMED OA Bos3 T 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAME 3--1 SPLICE 17-7 ---1 -T WHERE OCCURS 4• 070' i�YPI— 1_.__IL ALUM. �TO O4" I -BEAM L'"'�_T .042" 8" ALUM. ALLOY 30014H30 O OR EQUAL 3 x 8 BEAM W/ STL. INSERT 4" 110" TYP. ALUM. � ALLOY 7" I -BEAM O MAX3' I s• �_04r ALUM. ALLOY 30014L38 OR EQUAL 2' 1--j— 6.5' ALLOY 3004-N36 OR EQUAL 2 x 6 RAFTER ��� 3' 9 .04r L _T ALUM. ALLOY JOONUB OR EQUAL !� DBL. 3 x 8 BEAM !� DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT MAX r ' 8.6• .032• ALUM. ALLOY 3004-H36 OR EQUAL J DBL. 2 x 6.5 BEAM T•12OR14GA, 7.8 5' ASTM AM GRADE 00 1 II .825' — -i 2.875" 3x8BEAM O STEELINSERT -�- 04r 8.0• 1 ALUM. ALLOY 3004 -HU h OR EQUAL O K 3x8BEAM 375' T • 0.120' 8.858' ALUM1, ALLOY 6063-T6 II II� .375' F►1.75'-i 7" 1 -BEAM "C" OP SPLICE / INSERT DRAWN BY: E.N.LIVE DATE: IMIN012 TOM CAMPBELL 8 ASSOCIATES, INC. LOAD •PATIOCOVERSYSTEM 10, 20 a 30 Pd AS : DURALUM PRODUCTS, INC. IAPMO ERM 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINO I BEAM TYPES HORR. WIND • 6269 ALPINE AVE.. SACRAMENTO, CA 00628 1(916) REVISED BY: RANCHO CUCAMOWK CA (961) 141-2107 90.100 a 110 MPH 452.7021 FAX 403.1519 WAMGdm mm, SHEET 11 OF 33 _'lDPTIONAL DECORATIVE FASCIA (WOOD, ALUM. OR HARDSORD ) 4-#14 x llr S.M.S. EACH SIDE OF 3' SO. POSTB-TOTAL ALTERNATE'1114-0 BOLT WI WASHER E0. SIDE OF 3' SO. POST O I , _tl z3s• / 3• SO. POST 4.014 x 12• S.M.S. EACH SIDE OF 3' SO. POST (8 TOTAL ALTERNATE: 114'0 LT WI WASHER EA SIDE OF 3' SO. POST 03 2 3' SO. POST 1'-0" GUTTER FASCIA 2'-0' 6 - #14 SDS MAG BEAM 3' SQ. POST FASTENER SPACING = 3/4' 3•SQ. STL. BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEER#Xi 13 ALUM. ALLOY 3105-H25 82611 ALPINE AVE, SACRAMENTO. CA 96M 1.50" 1.50" .28" I 2" jp SCALE: NONE REVISED BY: RANCHO CUCAMONCA (961) 741,2107 M .018" (916) 462.7021 FAX 403.1619 Wn®&xW= cv" SHEET 13 OF 33 1 1/2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 :28" � 3N " P1 . 2"x3' LATTICE TUBE BEAM TO POST CONNECTION DETAILS " x 8" x .042" BEAM, " SQ. STEEL OR IAG BEAM. I @ 90 MPH - USE (4)414 SDS @ EA. SIDE TOP & BOTT. TOT.=16 @100&110 MPH - USE (6}04 SDS @ EA SIDE TOP & BOTT. TOT.=24 X 3" ALUM. OR TEEL POST H - BRACKET TO POST #81x2 -SMS, 2 1/2" I 1n' SQ., 2' SQ.. OR 2'x3' LATTICE @ 3' O.C. MIN. "^ TO 0 %J.C. MAX. 17 LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0' 6 - #14 SDS 3'-0" 12 - #14 SDS FASTENER SPACING = 3/4' #14 x 1R• S.M.S. TOP & BOTT. (2}TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER #14 S.M.S.@12'O.C. FASCIA 6 1/2'2-)LA24 `'�•-0 a z rr-o. C37948 �cP. 03/31W 1 FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE mc— OPTIONAL LATTICE TUBES 00 FASTENER g 00 GROUP 00 ALUM. BRACKET X 2' V SEE TABLE RAFTER "TAIL" TO GUTTER 15 (4) ' #14 x 3/4" TEK SCREWS BRACKET TO RAFTER x t = .040" A 6063-T6 (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET - RAFTER TO BEAM DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. BEAM TO POST LIVE LOAD " t0, 20 A 30 pd PA Y . DURALUM PRODUCTS, INC. IAPMO EM 0180 DATE:10A1,2012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEER#Xi ATTACHMENT HORIZ WIND - 82611 ALPINE AVE, SACRAMENTO. CA 96M SCALE: NONE REVISED BY: RANCHO CUCAMONCA (961) 741,2107 M 90. 100 a 110 MPH (916) 462.7021 FAX 403.1619 Wn®&xW= cv" SHEET 13 OF 33 SPLICE DETAILS BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT I I I I (FI TOT�B II #12 S.M.S. I ' NP. THICKNESS =.035' (24 TOT TMI p, THICKNg�S = .035' 6.38' ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-H36 OR 6083-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 3" TOTAL= (8}1f2'0 BOLTS O 1. 0' O O A<11/4 SPLICE WHERE OCCURS 4- 20 ALUM. ALLOY 80S3-T8I.---16•-1. I�- 4" I -BEAM -3'-0'- MOMENT C -SPLICE F" NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. 4' IF - SPLICE WHERE OCCURS .11• TYP. ALUM.ALLOY 8083-T8 7" I -BEAM MOMENT CSPLICE (2)010 S.M.S.® EA VALLEY, TYP. NOTCH I -BEAM FLANGE 1.25' O 4.5" O O O O ALTERNATE (8081-T6) SQ. POST,CONNECTWEB 16• 1• v -n - MOMENT CSPLICE (2)010 S.M.S.® EA VALLEY, TYP. I. C37M NOTCH I -BEAM FLANGE 1-8EAM ALUMALOY AS NEEDED TO CLEAR ALTERNATE (8081-T6) SQ. POST,CONNECTWEB STL C -BEAM TO POST W/ (2) - wr,, 0SFA ROOF PANEL THRU-BOLTS @ 4- IM. SO. POST THRU BOLTS ONAk c @ T 1-BEAMSO BRAY �4�C/y BEAM TO POST CONN. I. C37M � 3/3 I f #12 METAL BACKED, AT T 1 -BEAM: ADD 'C" SPLICE X j18• LONG NEOPRENE WASHERED AT ALL COLUMNS - TEK SCREWS @ IP O.C. ROOF PANEL MAX. STAGGER IN BEAM FLANGE I i y 4'x3' ALUM. 'I' BM. OR TOM CAMPBELL ASSOCIATES, INC. Tx4' ALUM. 9' BM. AT T 1 -BEAM: ADD 'C" SPLICE X j18• LONG (4)-1/4.0 M.B. BEAM AT ALL COLUMNS - IAPMO ERI 0145 SAL100112012 TO BRACKET (CENTER AT COLUMN). 10, 20 A 30 p"f DURALUM PRODUCTS, INC. SECURE TO I -BEAM REVISED ev: RANCHO CUCAMONGA. CA (461) 741.2101 Wl "14 TEK SCREWS � ALPINE AVE. SACRAMENTO, G 45820 (416) ase -7021 FAX 40.11514 maom SHEET 12 OF 33 EQUALLY SPACED - i 1' FROM ENDS. 2- 3/8.0 M.B. THRU STL. T BRACKET TO POST. POST, SEE SCHEDULE 'ALTERNATE BEAM TO POST CONN. DRAWN BY: E.N. TOM CAMPBELL ASSOCIATES, INC. LIVE Lpy�p . A MFG. B IAPMO ERI 0145 SAL100112012 I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM SPLICE DETAILS 10, 20 A 30 p"f DURALUM PRODUCTS, INC. REVISED ev: RANCHO CUCAMONGA. CA (461) 741.2101 NOR¢. 110WIND• I 40.100 a 110 MPH. � ALPINE AVE. SACRAMENTO, G 45820 (416) ase -7021 FAX 40.11514 maom SHEET 12 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION /BEAM SPLICE TO 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1R' DOUBLE RAFTE `. S� BOLT CONNECTIO PLAN2 V� ALTERNATE: (,� 4-#14 S.M.S. RAFTER TO, Q CONNECT. Z I Z 4A•ORW 3"x 3"STL.POST (24') ALTERNATE : INSERT ATTACHED OR (2}2x6.5" OR 3'x 3'STL.POST COLUMN (2}3 -XB -HEAD FOR FREESTANDING (2}1/2 -BOLT 2"x 6.5' SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE i --LATTICE 1 1/2' OR 2' 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2' BOLT ALTERNATE: (2} #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: (2)- 2x6.5' OR (2}3'x8" HEADER ALTERNATE: 3'x3'4.024" (1) - 1/2' BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE I NAL FN 6 SCREWS I ®2-POiST UNITS SCREW IS INSIDE- ( PER SIDE I AY ��c/y " 5" #14SMS BE USE AS A ALTERNATE TO �m 3.5' 13. 1/4"0 BOLTS C37948 * I b• B' BEAM 03/3„ l4 0 OR 0 SEE NOTES I. ST SCHED. BELOW I i 6 1/2" SIDEPLATE EA. / SIDE SEE PO 14 SMS EA. SIDE / TOP, MID HEIGHT AND BOTTOM. 3"5Q. POST BETWEEN SIDE PLATES BEAM TO POST 'CONNECTION POST SCHEDULE E3" SQ. x .032" + (2}2" x 6 1/2" x .024" 3' SQ. x.0321+ (2}2' x 6 1/2"x !032" W/ -(6W4 S.M.S. EACH SIDE. 2� W/ (8}#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY i USE ON CONC. SLAB OR FOOTING. i I EXISTING 2'x6 )6'x0.024• ALUMINUM MEMBER WI WOOD FILL OR j ZW NOMINAL LEDGER (NEW OR EXISTING) I (2) SIMPSON SDS25600 i I I ITING UCCO OR EQUAL - --- - JOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 DBL: 3X8X.042 BEAM . OR DBL. 2'X6.5'X.032" BEAM I ' I I &8'0 ACCESS HOLES INSTALL 6 - #14 X Y,' LONG SDS EACH 3' SO. POST HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 LAPMO ERS 0195 DRAWN BY: E.N. DATE:100IM12 TOM CAMPBELL A ASSOCIATES. INC. I LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY.- SCALE NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERWO LATTICE 10.20 a 30 pM ' DURALUM PRODUCTS, INC. ' REVISED BY: RANCID CUCAMONGA. CA (851) 741-2107 CONNECTIONS HORQ. WIND " i 5258 ALPINE AVE. SACRAMENTO, CA 85825 80. 100 a 110 MAH (816) 462.7021 FAx 403-1518 sdeW wakxnaam SHEET 14 OF 33 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS DRAWN BY: E.N. ,0 m; 2"X6.5"X0.024" SIDE PLATES POST 10 LNE LOAD - 10, 20 6 20 pd GUVtK SYSTEM AS DURALUM PRODUCTS, INC. g� 50 m 2"X6.5"X0.032" SIDE PLATES POST ❑2 DATE; 10101=12 SCALE: NONE 90 MPH 100 MPH 110 MPH 90 MPH ' 100 MPH 110 MPH EXP. B I EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B 1 EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 5' 2 2 2 2 2 2 6' 2 3 3 3 3 4 6' 2 2 2 2 2 3 7' 3 3 3 4 4 4 7' 2 2 2 3 2 3 8' 3 4 3 4 4 5 8' 2 2 2 3 3 3 9' 3 4 4 5 4 6 9' 2 3 3 3 3 4 10' 3 4 4 5 5 6 10' 2 3 3 3 1 3 4 11' 4 5 4 6 5 7 11' 3 3 3 4 4 4 12' 4 5 5 6 6 7 12' 3 3 3 4 4 5 13' 4 5 5 7 6 8 13' 3 4 3 4 4 5 NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8 SEE SHEET 8 FOR POST TYPES �5\ONAL F� Am O 2 No. C37948 111/. im DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. MINUMUM LNE LOAD - 10, 20 6 20 pd GUVtK SYSTEM AS DURALUM PRODUCTS, INC. IAPMO ERA 0185 DATE; 10101=12 SCALE: NONE COMMERCIAL AND RESIDENTVLL STRUCTURAL ENOINEEWNO REQUIRED COLUMNS HOR2. WIND - 5298 ALPINE AVE., SACRAMENTO. CA 85525 SHEET 15 OF 33 REVISM B,. RANCHO CUCJVAONO/l G (851)741-2107 ao, 100 5 110 MPH (915) 452.7021 FAX 4031519 uim4P wn own im I 1ft I I_ 90 MPH - ATTACHED OPEN LATTICE COVERS I 12' OR LESS EXP. B & C I i/IFf'mm Ion ViIJ:e7:42*.YF11101oil 01llmelJ70■I1\■I[IN me(e1U2:f. VI991zaIN ;vA�:1<:'!�� 5 DRAWN BY: E.N. DATE 10A12012 3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM INS RT DBL. 3"x8" BEAM ! 27 G 15'-7" OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT G SD m MAXCOL. i MAX.POST MAX.POST MAACING MPACING MAX.POST MIN. MIN. MIN. MIN. SPACING SPACING MIN. MIN. $ pCT j 3 SPACING SPACING FTG, FTG SPACING FTG, FTG FTG FTG SPACING FTG. FTG. FTG. FTG. POST POST FOR DBL FOR 3- x B' POST POST POST ' POST 'TYPE J 32'-8' ON SLAB • (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2-x6.5x.03T BEAM (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (918) X62-7021 FAX bS1619 r1a®o�nL,rr<,x.n 5, 13,-�" 10'-3" B 18 15'-7" 20 10'-6" 10'-9' B B 18 23'-2' B 23 32'-8" 10'-0- 26 C , 5 G 3'-2" 20'-4" 10'-3" B 19 15'-7' 38 35 22 10'-6" 10'-9" 21 9'-3" 9' 9' B 20 23'-2" B 25 322-8" G 28 9'-3" 9'-9' 26 F , 6 6 11-4 9'-8" 18 14'-3' B 18 20'-4" 23 29'-1 " 27 E , 6 9'-3' t8• B 20 14'-3" 0'-4" 19'-0" 23 9'-3' 9'-9- B 2123 8'-7. 9'-1" '-1' J H 20 0'-4' C 26 29'-10" 29 7 9'-2' 26 7' 9,.8. 9'-2" 1 13-313,-3" B 1 191-0"9'-0' 24 2712T-8" 27 E 7- 30 H -2" B 21 8'-7' 22 T-8" 8'-2" B 27 21 C 26 J H 30 37 34 J 8 8--6- 8' 20 12'-4" B 19 Ir 11 24 25'-1 28 F 8 8'-9' 27 8'-9' B 21 12'-4 24 7'-8' 8'-2' 22 7'-3" 7-9. B 21 1 T-1' C 27 5'-10 27 30 17'-1" 16'-1' 32 30 91 7'-7* 8'-6" 20 11'-8' B 20 16'-1" 25 24'-4" 29 F 9 7'-3" T-9" 26 F 9' 8. 6- B 22 11'-8" 27 24 7'-3' -9' 23 6'-8' 7'-4" B 11'-8" 10'-9" 21 16'-1' C 27 24'-4" 31 7'-9' 27 G 8'-2" 21 10'-9" B 20 15'-3" 25 3'-2- 29 F 10' 10 8'-2' 26 8'-2" B 22 10'-9' 25 6'-8" -4' 22 15'x' E 28 3'-2' 10'-9' 10'-2" 32 6' 8" 81-0. 2123 10'-210,-2' C 2325 6" -5' 6 -9" '-9" B 222 14'77-:--14'-T 26 21'21'-3. 29 F 11' 1 E12'5* 8'-0' 11 8'-0- 27 G B 6,-5" C 2 6 ' g62 6'-5" 6'-9' 27 G E 28 29 2 10'-2" 9'-9" 29 7'T7 2123 9 -9' B 222 1 2 20'0' 3 F 12T-4' H G -8" -7.B B 9'-9" , 12 B 25 6 -0.'-5" 2 26 5'-8' 28 13-8" E 28 4" 27 7'-7' 29 ��" 2124 9-51---'9 B 21� 12'-12.10 26 191-819,-0' 30 8'-5' 29 3'-6' 12'-1 30 28 H G -0�C 34 31 B S -8" -2" 2 ~ 13 28 H 3 5'-8" 6'-2' 28 G , 1 i/IFf'mm Ion ViIJ:e7:42*.YF11101oil 01llmelJ70■I1\■I[IN me(e1U2:f. VI991zaIN ;vA�:1<:'!�� 5 DRAWN BY: E.N. DATE 10A12012 10'-3" 27 G 15'-7" 30 G SCALE: NONE 10'-6' 10'-9" 27 F 23'-2" 33 J 32'-8' 36 J (918) X62-7021 FAX bS1619 r1a®o�nL,rr<,x.n , 5 0'-3" 28 15'-7' 14'-3" 32 I 10'-0- 0'-9' 29 G 3'-2" 20'-4" 35 32 1 32'-8" 29'-1 38 35 K 6 91-8" 26 G 29 G 9'-3" 9'-9' 26 F , 6 -8' 28 14'-3' 13'-3" 31 H 9'-3' 9'-9' 28 G 0'-4" 19'-0" 35 31 J H 29'-10" 2T-8' 37 34 `� J 7 9'-2' 26 G 28 G 8'-7" 9'-1' 26 F , 7 2" 27 13'-3" 12'-4' 30 H 8'-T 9'-1" 27 G 19'-0" 17'-1" 33 30 J H 2T-6' 25'-1 37 34 J 8' 8'-9" 25 G 28 G 7'-8" 8'-2" 25 F , 8 8'-9' 27 12'-4 11'-8" 30 7'-8' 8'-2' 27 G 17'-1" 16'-1' 32 30 1 H 25'-10 24' 4' 36 33 J 90 8'-6" 26 G 27 G 7'-3" T-9" 26 F 9' 8' 6" 27 11'-8" 10'-9" 29 7'-3' 7'-9' 27 G 16'-1' 15'-3' 32 29 I G 24'-4" 23'-2' 35 33 J 10 8'-2' 26 G 27 G 6'-8" T-4" 26 G 8' 2" 28 10'-9' 10'-2" 29 6' 8" -4" 28 15'-3' 14'-7" 31 29 I G 3'-2' 21'-3' 35 32 1 r3 11 8'-0- 27 G 27 G 6'-5" 6'-9' 27 G g.0• 29 10'-2" 9'-9" 29 6'-5" 8'-9' 29 14'-7' 31 28 H G 21'-3' 20'-4" 3a 32 J 1 �' , 12 12 28 G 28 G 6'-0" 6'-5- 28 G 7'-7' 29 29 6'-0' 8'-5' 29 3'-6' 12'-1 30 28 H G 20'-4' 19'-8" 34 31 J I 2 ~ 13 28 H 28 G 5'-8" 6'-2' 28 G , 1 7'-4' 30 G 9'-0' 30 H 5'-8' 6'-2' 30 H 2'-10" 30 H 19'-8" 33 J %)J FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB WHERE SLAB OCCURS. CUBED FOOTING SIZE MAY BE REDUCED E- EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.10 FOR ATTACHED 8 FREESTANDING COVERS • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM FOOTNOTE: 'SAMPLE' FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPO WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: E.N. DATE 10A12012 TOM CAMPBELL B ASSOCIATES, INC. LATTICE ppgT SPACING TABLE LIVE LOAD - t0, 20 8 30 M : DURALUM PRODUCTS, INC. UVL10 EW 0783 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERWG FREESTANDINGJP) AND ATTACHED HORIL WIND - 8269 ALPINE AVE. BACRANENTO. CA 96823 SHEET 28 OF 33 REVISED BY: RANCHO CUGtIpNGA, CA (95 1) 71,21 W 101111-L 90 MPH 90.100 & 110 MPH (918) X62-7021 FAX bS1619 r1a®o�nL,rr<,x.n