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12-0833 (PAT)P.O. BOX 1504 787495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: I2=-00000.8.33 Property Address: 57517—BARR3STO CIR APN: 762-240-015-1 -32225 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 6584 Ta�/ 4 4 Q" Applicant: Architect or Engineer: W BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- 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 andf essionals Code, and myy�e�y�z2nse is in full force and effect. License Class: C313 C51 / LiceDap f11�:!a ,0623 . Date: / "G4�ntra tC or: - L OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 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.). (_ 1 1 am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.)• Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 7/27/12. Owner: HARKNESS JAMES r�92 Contractor:qGOLD STAR CSTM Q ` 020 42 42335 WASHINGTOPALM DESERT, CALAQUINTA (760)574-1043GEDEPT. Lic. No.: 85562 ----------------------------------------------- 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 PREFERRED EMPLR Policy Number WKN1438262 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' c mpensation provisions of Section J3 0 of the Labor Code, I sh Info twith comply with t e provisions. ��Daattem: _��/ Appli— c.nl (WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 1$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 building construction, and hereby author' epresentatives of this count to enter upon the above-mentioned property for i eion purpose Date: % ignature-(Applicant-or-Ag_ent): Application Number . . . . . 12-00000833 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 90.00 Plan Check Fee 58.50 Issue Date . . . . Valuation 6584 Expiration Date 1/23/13 Qty Unit Charge Per. Extension BASE FEE 45.00 5.00 9.0000 THOU BLDG 2,001-25,000 45.00 ---------------------------------------------------------------------------- Special Notes and Comments AN ALUMINUM WEATHERWOOD LATTICE SHADE STRUCTURE ATTACHED TO BACK OF HOME 495 SQUARE FEET PER APPROVED PLANS 2009 IBC 2009 IRC 2010CBC.2010 CODES. APPROVED PER BH. ---------------------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited ----------------- ---------- ---------- ---------- --7 Due ------- Permit Fee Total 90.00 .00 .00 90.00 Plan Check Total 58.50 .00 .00 58.50 Other Fee Total 1.00 .00 .00 1.00 Grand Total 149.50 .00 .00 149.50 LQPERMIT Santerra ,44 Q1,1it6i June 30, 2012 Lindley Pools RE: 57517 Barristo la Quinta, CA 92253 REQUEST FOR PATIO COVER ADDITION As per the plans submitted to Santerra HOA regarding the addition of an extended patio cover, the HOA has approved the above referenced item. Please feel free to contact me If you have any additional questions. Sincerely, ��1)24, David Burke Santerra HOA �� . I�II�II�I� ��IIIII , �I�DIIII�� IIII _ � � I��iiiili �I II� I Ill�ool �� I� --- I';,��`�I;I!i�,lll;,llllll!'ll.'� ��ul11111111111111 PATIO CO' Ol, S DE CLIIII 3794o .. .1 w Ex.p. 131113 RAFTER - ----- Pik jBj Aj �.O 1 Ty 11 T ATTACHMENTS 6NtL B SHMENTS RFACE 02' . . ..... C61L 111111111 ILII I'll �IMN PU EMBEDMENT .......... 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BY I�I LUM PRow Vs, IN'i I �I IIIIIIIIII�II��gp1�11�1Nlllllllll .I Illp�l�lll �_ _��II � IENeIRA t ,OT - - = _ (I - = , fI , II� I I _ KERNING CODES f'@+---�THE U SIGNICOMPLIE� a�II 2009 INTERNATIONAL B = DE, 20091NTER�„SEI 705 MINIMUM E �NATIO�� NTIAL CODE; 2010 CALII Oa AH ILDING 6iRESIDENTIALDESIGN LOA03 FOR B 'ND OTHER SSRUCTURE= __ 2005ALUMINUMMANUhll - = 1111011 VI 1 11�111N� AWING' NOTESI�:I 11 — — �� +i npmionill�inoi+Wlni + I � � Allllllllllllnlllllllllllllllllllllll �- ALL ITEMS�PEIRIT�AININ I 1 STALLATI_ON (TYPE OFANEL HFADER�SP IAN CO I I TC) SHALL_8E CIRCLE C RLY IDEMIFIIEQI�� 1��11111111�11 III EACHIIINSTIALLA170N S4N IDENi1FYIN(i�TAG IN 1 THE NAMEIiAND�I�IiADDRE „ NUFACTURER UESIGNDSJ1#iD ENGOSABIUIT�Y. �� I 1 THE DRAWINOSIAND S !� N3 SHOWN-REPRESENiNISHED &TRUCTIJRE, UN WISE NOTED AND DO NOT I d/eATE THE iulE FIOb OF CON. THE ; ui CONTRACTORµ9HALL SU NIS AND DIRECT -THE WORK AHALL BE SOLE NYIRESPONSIBL R ALL CONSTRUCTION MEANS IG1ETi10D8, TECHNIQUES, SEQUELA AND PROCEdURES. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT. DEPTHOE=. .13, �- R YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1808.2 AND SECTION 1808.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED.-RUST-0-LEUM..OR.EQUAL P R ELECTROPLATED AND OOl1iM TOA A 448 GRADE SS STEEUMEMBER: TO BE oiAVrN BY: TOM AyJ7. HALL HAVE STANDARD GtJT PSD WASHERS. WOOD AN G SCR WS A BE III�I� - ; IIIIIiiiglpiiiii�lu�iui�gliiiuiiuiulN III PO GE-BOLT_+_=S#AIMLESS STEEL—=(aC-ES ESR-2528'FOR CON FOR ANC ES ESR 1876 OR-APPROVEd t#AL. III I I 5 LIA�� E WITH RESIdENT1AL PAVERS ONLVII�I iIIIIIINI1�111111 1111111,111 )RDANI+ '; SECTION -1505 2 EXCEPTION= 11�1i1111i111i11II11 ulI ,+ II Iplilll `oN EVAL ORT ESR=2238.1 lililll"IMII'ir —_— IIIIIIIIIIIIIIIII'Id1 I�lllll:, r `I�I IIIIIIIIIIIII III��I 1111@ 11111111 III r �IIINI� unglllllll W-0 IIIIIIII I��IIIIII = IIIIIIIII (IIII _- r- II IIIIIIIII IIIIIIII -- � IIIIIIII ,��11�IINI�JIP�N��I�111� pl111111111111�1��lll�l' _= � ,,} ��!�III;�1�14��1NI11II.�' �� I I • ISI IIT Il=-=-_� � IIIIIII�IiIcUII��PII�PI�PI lil, IIIIIIIIIIIIIIIIVIIIIIIIi�llll �IIIIIIIIIIIIIIIIIIIIII -._ o.m¢tiaUluuonoo;mulouae m11111111111111111111NIgTES: ; AL_L—_COMP0lj—E TSARE INTE,RCHAN dG�alubuuuu,uaAt11111111' RA4N1111 1111644444441" LNE60AD PATIO+C3VERS' CAi61 — t 88 ASSOCIATES, INC. 1 _ to, 20 a a0 pst— DURALUMPRU[ 0 OEMIAL STRUCTURAL EfJGINEERI NOTES-- _ _HORIZrWINO 8289 ALPINE IA.VE�',I CA �IBBt)hi,11121107+1� IIII IIIIIII 11' ____ � H' vru4i�reu .a�cil m upy hNA,UT'HORIZ'ED -COPY I It II IIIIIIII 1,,�IIII.,: II„IIII IIII ,,11 �IL1�� ,I III 11 VIII IIII I I Il II 1111 .II. I II II jl,%�, III II �I:IIII I a I 1 , �,, I � II I � 111IIII Illllh,,l�llllllllll�IIII ,11,111 IIII�IIIIIIIII Illllll, IIII Id III II II 1 IIIIILIIII '4'104T 0 A "m V � �1' �� W, 11"I'll Rill �ill Men c -i t 1 2 =T_1- IA -P=- M E # all w” y zINWIMS& E 7111 --m—WO UwEm_a� 1111111111111111 lot Il�lllulh pUl I lilll�l�lll� I°I��I��Illllt � � �Ii�� jh 111 IIIA ... .. ... ... IIIIVIIIIIIIIII IIIIOIIIII�IIIIIPIiuliiulydlil, Vllllllllllll'Il��iilu��llllll6 IIIVIII�IIIIII�llllllllllilll'� AMU d 0 py n::: MIR lu I. III VI�IIIVIIIIi��1111��iVIIIIIIIUIhI�IIIII�I�IV�d11��111�111'1��'''lllt �VIIIIIIIII�bI'Illl �IIIII'lllllillli'� M—M m - III 4 � T 0 1 a d h: - As 'COPY 1� 1`Y��i, VI IRV 'N' W It .11 IIII II ,1 I�UT1 1'P4II 1IIIt �� 1 I.... .... ...... . ...... . RAFTER SEE TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 61/2' SIDE PLATES. ANDSP"ASD OPEN LATTICE TYPES j{QjE: THIS OPEN LATTICE -TYPE STRUCTURE SEEExBCNEDULE MAX. PRQI. '""'RRRiiip,_ W►Y�SE COVERED. 9EE SCHEDULE '"Re','.Y.D LAAX O.H. .. 2511 OF SPAN O• � _ \ 1 RAFTER. OR 91ZE�� ol AND SPACING ,ONAC FN '•� Cq4,�'i2a ... C37 8 P J /3 /13 _ / LENGTH OF STRUCTURE VANES POST WITH SIDE PLATES SEE DETAIL \ lIY SLAB ATTACHMENT NOTE: EACH COMPONENT 15INTER-MAY BE USED WHERE CHANGEABLE WITH ANY OTHER sF PERMRTEO. COMPONTENT UNLESS OTHERWISE SHOWN. FT SEE SCHEDULE FOOTING WHERE REQUIRED. SEE SCHEO. FOR FOOTING CUBE SIZE OPEN LATTICE -TYPE PATIO COVER LNM THIS OPEN LATTICE -TYPE STRUCTURE SCALE: ms MAY=BE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE RhFTE;WSE,&ASLE MAX PROJ. 3 AND SPACING i LENGTH OF STRUCTURE VANES 23: THIS OPEN LATTICE -TYPE STRUCTURE MAY=SE COVERED. SEE LENGTH OF STRUCTURE VARIES POST WRH 8DE PI,ATEB TO CONSTRAIN SEE DETAIL T ^ FOOnNG, SEE F NOTE: EACH COMPONENT IS INTER- M 1T SLAB AITACHMENf WHERE CHANGEABLE WITH ANY OTHER s PER IT ED. PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. T SEE SCHEDULE LATTICE PATIO COVER FOOTING WHERE REOWREO. CHANGEABLE WITH ANY OTHER SEE SCHED. FOR FOOTING CUBE 317E TYPE "F" ATTACHED MULTISPAN TTICE STRUCTURE MAX. PROI. SEE SCHEDULE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY COVERED. LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- I TO CONSTRAIN ` CHANGEABLE WITH ANY OTHER t?FF FOOnNG, SEE PATIO COVER SYSTEM MFG. BY: II MI1Y E ABED COMPONTENT UNLESS OTHERWISE SHOWN. 7 SCHEDULE NOTE: EACH COMPONENT IS INTER- 10, 20 6 90 Pd TO TIN SEE TO CNS SEE LATTICE PATIO COVER IAPMO ERM 0195 CHANGEABLE WITH ANY OTHER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO . SCHEDULE OPEN -TYPE TING.REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE 90,10DA 110 MPH FAX401 ®duaM /519 u*sn.mm SEE SCHED. FOR FOOTING CUBE SIZE TYPE IV FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEM MFG. BY: DATE: S/SI2012 OPEN LATTICE 10, 20 6 90 Pd OURALUM PRODUCTS, INC. 1(916)452-7021 IAPMO ERM 0195 SCALE: NONE IREVISEDBY. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO STRUCTURES HORIL WIND 8269 ALPINE AVE.. SACRAMENTO, CA 95829 SHEET 3 OF 33 RANCHO CUCAMONOA CA (861) 7M1-2107 90,10DA 110 MPH FAX401 ®duaM /519 u*sn.mm ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS O. "O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE PO; SEF * SQ. POSTS, SIZE VARIES * SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 8 IQ- SIDE PLATES. SOLID PANEL TYPES p � ATTACHMENT CHANNEL SOF 87RVC I ALUMINUM SEE DETAILS - NE .RorB fl y (ES ROOF PANEL MIN. 0.25' SLOPE PER FT Q/FCnOH 7i„ "WSCHED SE 3 1r2' SLAB ALTERNATE: FOR SPANS DATE: 6rjM12 SCALE: NONE MAV BE USED WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE SPLICE AT 90110 PANEL STRUCTURES O. MAX. HT.= 17 POST AND AT END BA 'O.H.' NOT TO EXCEED 25% FOOTING WHERE REQUIRED I ftOPTIONAL:NTILEVER OF SPAN FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- SEE DETAIL FOR SPLICE C CHANGEABLE WITH ANY OTHER BEAM 1f'_ COMPONTENT UNLESS OTHERWISE SHOWN. p0 t SpAC(N� SEE SCHEDULE FOR ti POST SPACING Y -: * SO. POSTS, SIZE VARIES Sf f SCMfn�,. _ 3 1/2' SLAB ALTERNATE: ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE WHERE PERMITTED. SEE SCHEDULE MAX. HT.=17 NOTE: NO SPLICE AT THIS POST AND END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER 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: 3 112' SLAB SINGLE POST MAYBE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHEREREQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR POST SPACIN 014. Sy O Sp NOTE qO SPLICE AT THIS POST D AT END BAYS. 6/14 TMf P'RO,N OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING N Z5% OFA` S TOM CAMPBELL 6 ASSOCLATES, INC. LIVE LOAD • 3 1r2' SLAB ALTERNATE: ATTACHMENT SINGLE POST nINIOTEO !IS DATE: 6rjM12 SCALE: NONE MAV BE USED WHERE PERMITTED. SEE SCHEDULE SEE SCHEDULE SPLICE AT 90110 PANEL STRUCTURES 10, 20 a 30 pd MAX. HT.= 17 POST AND AT END BA FOOTING WHERE REQUIRED REVISED Sr: SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- 9299 ALPINE AVE., SACRAMENTO, G 95a29 CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION BEAM 1/2 x 9' STEEL ROD NOTE EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION ALUMINUM ROOF PANEL MIN. 0.25" SLOPE PER FT SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 26% OF SPAN SEE DETAIL FOR SPLICE - SO. POSTS, SIZE VARIES - 3 112' SLAB SINGLE POS MAY BE USED SEE SCHEDUL TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE :AQ:4�,s,Ys ig NOTE: EACH COMPONENT IS INTER - 1/1 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE"D" FREESTANDING MULTISPAN W/CANTILEVER OPTION r 3 DRAWN BY. E.N. TOM CAMPBELL 6 ASSOCLATES, INC. LIVE LOAD • PATIO CO SYSTEM AS G. 8V: IAPMO ERM 0195 DATE: 6rjM12 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 90110 PANEL STRUCTURES 10, 20 a 30 pd DURALUM PRODUCTS, INC. REVISED Sr: RANCHO CUCAMONGA. G (951) 711.2107 0, 100 WIND • W, +00 a 110 MPH 9299 ALPINE AVE., SACRAMENTO, G 95a29 SHEET 2 OF 33 (915) 452-7021 FAX 403.1519 ssles®durdlx".00m r 3 Q(o .RAFTER SPANS FOR OPEN OMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C Az�vr s.5• S \� C d C�2 MAX- l r r-- —s.s• 3.01 t� 1T .042' :off= 4 z F ;�: HALUM. ALLOY 300444M ~ N0. C 7948 .04r ALU Q�OY 3004-H38 OR EQUALOR .0 1/13 � uuM. Au.Lor 3oa•1ae * SEE NOTE BELOW OR EQUAL * SEE NOTE BELOW Z 2 X 6,11/2" RAFTER c�� 90 MPH DBL. 2 ;�1/2' RAFTER110 MPH L.L a -T" 90 MPH 3X100 MPH ER 110 MPH L.L.= 'T' t� 90 MPH 100 MPH 110 MPH L.. -r (PSP) (IN.) H6 EXp, B EXP.0 EXP. B EXP.0 EXP. B EXP.0 IPSP) (IN.) °�� (p B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSP) (IN.) °� EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16" 12'-2" 12'-2' 12'-2" 11'-10' 11'-10' 11'S' 024 16' 1r-3' ir-w 1rS' 18'•8" 18'-8' 16'-1' 042 18" 24'8' 23'-5" 24'-0' 22'-8" 23•-5' 21'-10" 24' 9'-11' 9'-11' W-11' 9'-8' W-8' 9'-3- i 24' 14'-1' 14'-1' 14'-1' 13'-7' 13'-T 13'-2" 24' 20'-0' 19-1' 18'-7' 18'x' 19-1' 1T-10' 10 16" 18'S' 16'S' 16'-3' 15'-8• 15'-9' 15'-2• 18' 1 23'-0' 23'-0" 23'-0' 22'-3' 1 22'-3' 21'-6- 10 .032 10 .032 - - - - 24' 13'-3' 13'-3• 13'-3" 12'-10' 12'-10' 17-W 24' 18'-9" 18'-9' 18'4r 18•-2' 18'-2' tr-6" ' 16' 21'•4' 21'4" 21'4' 20'0 20'-8" 19•-11" 16" 30'-2' 30'-2' 30'-2• 28'-3" 29'-3' 28'-2" 16' 17'-9' i r-9• 1r -g" 1r -q• 1r-9, i r-7" .042 .042 .042 24' 17'-5• 1T-5" 17'S' 16'-10' 18'-10- 16'S' 24' 24'-7' 24'-r 24'-r 23'-10' 23'-10" 23'-0• 20 24' 14•-6' 14'-8' 14'-6' 14'$' 14'-6• 14'4' .024 16' 9'4' 9'4' 9•4" '9'4' 9'4' 9' .024 -2' 18' 13'-2' 13'-2' 13"-2' 13•-2' 13'-2' 13'-0' - - - - - - 24' r -r T-7' r -r 7'-7' r -r r•8' 24' 10'-9' 10'-9' 10'-9' 10'-9" 10'-9" 10'-7' 16' 12'S' 12'-5• 12'S' 17-5- 12'S' 12'-0" 18' I 1r-7- it -r 1 r -r 1r-7- 1 r -r 1r-4- 16' 14'-r 14'-7' 14•-r 14'-7' 14'-7' 14'-r 20 .032 20 .032 .042 24' 10'-2' 10'-2' 10'-2' 10'-2' 10'-2" 101-0- 24' 14'-4" 14'-4' 14'-4' 14'-4' 14'-0' 14'-2' 30 24' 11'-11• 11'-11• 11'-11' 11'-11' 11•-11" 11'-11" 16' 18•-4' 16•4" 18'4" 16'-4' 16'4' 16'-1- 16" 23'-1" 23'-1' 23'-1' 23'-1' 23'-1• 22--g- .042 .042 - - - - - 24' IT -4- 13'4" 13'-4• 13'-4" 13'-4' 13'-2• 24' 18'-1o' 18'-10' 18'-10' 18•-10" 18'-10• 18'_r 16" - - - - - - 16' 10'-10' 10'-10' 10'-10" 10'-10' 10'-10" 10'-10- .024 .024 * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 24' - - - - - 24' WAW B.-10• 8'-10' B'-10' 8'-10' 8'-10" 3r O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 16" 10'-3' 10'-3' 10'-3' 10'.9' 10'.9" 10'-3' 16' 14'$' 14'-8' 14'•8' 14'-6' 14'-8• 14•-8' 24' O.C. MAY BE USED AT 45" O.C. WHEN DOUBLED. 30 .032 30 .032 24' 6'4' 6'4' 6'-4' 8'-4' 8'-4' 8'-4' 24" 11'-10' 11'-10' 11'-10' 11'-10' 11'-10• 11'-10' 16' 1T-6- 13'-5' 13'S" 1Y -W 13'S' 13'-5' 16' 19'-0• 19•-0• 19'-0' 19'-0' 191-W 19'-0" PRaecnPAN .042 .042 O.H. 24' 11'-0' 11'-0' 11'-0' . 11'-0' ` 11'-0' 11'-0• 24' 15'-8' I 15'-8• 15'-6' 15'•8' 15-8" 15'-6' h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN • O.H. , a t TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) IAPMO FJW 0195 SCALE:DATE: BlBY: DATE: NONE COMMERCIAL AND RESIDENTUU. STRUCTURAL ENOINEERINO I O.H. 8 7 S 9 10 1 11 12 13 14 15 1s 17 18 19 1 20 21 0 3 4 4 5 5 6 8 7 7 B 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 B 9 9 10 10 11 11 12 12 13 3' _ 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 9 8 10 10 11 11 12 12 13 13 14 14 15 5' _ _ _ - _ 11 1 11 12 12 13 1 13 r 14 14 15 15 16 h TRIBUTARY TRIBUTARY= WIDTH 112 SPAN • O.H. , a t TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: E.N.E. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD. CO P O CO E ST MFG. : IAPMO FJW 0195 SCALE:DATE: BlBY: DATE: NONE COMMERCIAL AND RESIDENTUU. STRUCTURAL ENOINEERINO I RAFTER SPANS t0, 20 630 pd HORIZ. WIND - DUR0 PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, G 96828 1(916)4524021 REVISED BY: RANCHO CUCAMONOA, CA (961) 741-2107 90. 100 8110 MPH FAX 403.1619 tal mm SHEET 7 OF 33 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM 24' 24" TRI -"V" PAN F#10 OR #14 X V,' S.M.S. AT EACH VALLEY TO BEAM T * SEE NOTE BELOW 12" 12" x 3 1/2" W PANEL r#10 OR #14X%' S.M.S. / AT EACH VALLEY TO BEAM * SEE NOTE BELOW �----- 8.00' / 8.00' - 6"/ 8"x 2 Y2" FLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADER * USE #10 FOR 90 & 100 MPH WIND SPEEDS USE #14 FOR 110 MPH WIND SPEED AND ALL WIND SPEEDS FOR PANEL THICKNESS = 0.032" AND GREATER. FAN BEAM (19'-0' MAX SPAN) CEILING FAN AND/ EXIST. WALL OR LIGHT FIXTURE ( MAX. 30 lbs. ) EXIST. WALL SEE TABLE SHT. 9 HEADER 2' T=.075' TYP. 2 R' FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HANGER CHANNEL FAN BEAM -� #12 S.M.S. SCREW -'— #12 S.M.S. SCREW AT HANGER ATTACHMENT AT HEADER FAN BEAM . #14 x 3 1/2' S.M.S. SCREW AT BEAM FAN BEAM 2 1/2' 0.042'x3'x8' HEADER #14 x 3 1/2' S.M.S. SCREW AT BEAM 5 41. �i SPRAY Cq . 0 �1 �-�u . 2 r No. C3794 .EXP. 0-3131/13 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD " PATIO COVER SYSTEM AS MFG. BY: IAPMO ERA 0185 DATE:6150012 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS 10, 20 a 30 pd DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 / FAN BEAM HORIL WIND a 90,108 a MPHSHEET 8269 ALPINE AVE., SACRAMENTO, CA 85826 8 OF 33 REVISED BY: liO (818)452.7021 fAx407.1518 salea®durahml.oam COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT =10' 3 2 MAX. HEIGHT C =10' G =3•SO.xt=-.186• I f 3.00" SQ. 3.00"SQ. 024•T'241O.C. 10 sMs 3.00" SQ. H =3•sO.xF .250' 032�,A SIDE I=3•SO.xt-.313• 6.5'3.J=4'SO.xt=.168• ALUM. .14"R K =4•S t -.25a'.032' TYR .048'STEEL = L PLUG 28" O O 3.0' OR 4.0' 3" SQ. ALUM. POST 3" SQ. ALUM. POST A L IRA L L MY OW4 wMAG POST SQUARE ALUM. ALLOY 3004-H36 WITH SIDE PLATES OD 3" SQ. STEEL POST 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 6063-T6 ASTM A500 GRADE B ALUM. ALLOY 3.00" OR 2.0•' 8063-T6 2.40" q 7/18'0 HOLE 1.375" FOR 3/8• MB. 56' 2 FLANGES 0 2 1/8• APART 0 •75" ASTM GRADE 36 STEEL 1.125• 2 5• INSTALL 1J4' x XI—.W--HD—G-1 WASHER PLATE AT ANCHORS 75' 75' BASE FLARES 157• TO 3'WIDE EA. 1.60" TYP SIDE OF FLANGES 1.5 090" TMP• POST ONLY' INSTALL 1 h' x 1 4' x Ys' HDG 5•"A. 1-7/16.0 HOLE WASHER PLATE AT ANCHORS FOR 110 MPH 2- 5116.0 HOLES 8 2-3/8• HOLES TYP. EA. SIDE ALUM "T" BRACKET STEEL "T" BRACKET 5 ALUM. ALLOY 6063-T6 ' "H" BRACKET (4) -SDS 25412 #14 SDS, 3 PER SIDE 3"x 8" ALUM. RAFT. BRACKET 3'x 8" ALUM. HEADER HEADER BRACKET 07 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD " P O COVER S AS F : IAPMO EW 0195 DATE:615=12 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN t0.206.10Od DURAIUMPRODUCTS, INC. 1(918)452-702t SCALE: NONE REVISED BY: RANCHO CUCAMONGA, CA (051) 741,2107 POSIT TYPES HORIZ WINO " W. 100 9 110 MPH B290 ALPINE AVE.. SACRAMENTO, CA 06829 1518 FAX 403seb�CweNm.00m SHEET 8 OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 WALL sEF TABLE 3 1.5 ' .25R o5 1= 0.04' .010'7)(90 202" W 4 SMS 0 PANEL 2 DIA ` LOCKS OR b SMS f0 O ,563' AT EA. CONTACT r ' Ni co 281' WALL "7 FASTENERS ALUMALLOY ROOF PANEL IN OUB A- RAIL SEE TABLE 6083-T8 O ALU063-T6 Y A O O 414 SMS ®EA CONTACT 8083 T8 1.75' ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O FASTENERS, SEE TABLE A34 IFRAMING ANGLE R.F. OR EXT. HANGER SEE TABLE CHANNEL, 2X OR 3X RAFTER BRACKET. -� ALUM. X OOR---'OR---'3x ALUM. RA RAFTER 4 FASCIA BOARD ij /EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG (24' MAX.) �a EXISTING EAVE CONNECTION O2 D7e g740" #14 SDS ® 8- O.C. TW IV S' WALL FA SEE T O m SEEALUM. L Y APPROVI.R. HANGER � l HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN 16" O.C. CELL AT FASTENER} OR CONC. LL -10-1 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 D E E F LL=20 DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 10 A-SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX. V-6• B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. 18 C=SDS25412 AT EACH STUD, .O.C. MAX. �4 li W U5. D=3/8'0 x 4" LAG SCREW AT EACH STUD 'E=3/8'0 x'1 1/8' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE r -w 14'40" 12'-8" 'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1 EXIST. RAFTER l ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2" x 4" FULL OR 2"x IV24' NOTCHED 16' O.C. V-6• 181-8• 18'-8" 14'-2" r -w 14'40" 12'-8" 9'-7' O.C. 1'-6" 12'-5' 111-8" 8'-10' 2'-0" 9'-4• T-4" 5`- 2"W FULL OR 2'x8" NOTCHED 24' O.C. 2'-0" 19'-11' 19'-4' 14'-8" 2'x8' FULL OR 2"x10' NOTCHED 24" O.C. I 2'-0" I 31'-11' 31'-11" i 25'-(' NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL-20psf EXISTING LUMBER AT OVERHANG: #20 OF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS ✓t 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. --19er w Quo EACH PAN l 6' FROM P �� S o r U -BRACKET PATIO COVER SYSTEM AS MFG. BY: UPMO ER/ 0185 DATE:515=12 SCALE: NONE 1 1/4' C31 948 2• x 6 12' OR 1/13 e' 0 TO DRAIN L.L.=(2#14 SMS EA SIDE 0 2 r 20q/301i1.L.=(2)/14 SMS EA SIDE o r U -BRACKET PATIO COVER SYSTEM AS MFG. BY: UPMO ER/ 0185 DATE:515=12 SCALE: NONE 1 1/4' �3/4' OR 1 1/2" NOTE: PROVIDE WATER PROTECTION, METAL FLASHING 2• x 6 12' OR CAUCK JOINTS AND SLOPE 5MIN. 3' x 8' ALUM. TO DRAIN RAFTER TYPICAL BRACKET AT EVERY 2x 31 RI 112' 1 ' I1 FOR SPAN SEE ALLOWABLE EXISTING WOOD STUD FRAMING 1- SAVE LENGTH DECWRAFTER SPIN TABLE MOR2d'EDGER 2.EACH 114'0 x 3-1/1' LAG SCREWS L.1-00 psf 1 1 2 EACH 7/18'0 x 3-12• LAG SCREWS L.L.=20 AND 30 psf (3M 4x3 E2' W.S. M14xi SW (2' MIN. PENETRATION INTO PATIOOOVER EXISTING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE *SIKH FLEX' OR SIMILAR MAY BE MOUNTED MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER WI RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTIONS. WALL CONNECTION O O BRACKET CONNECTION DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. MANGER CHANNEL LIVE LOAD' PATIO COVER SYSTEM AS MFG. BY: UPMO ER/ 0185 DATE:515=12 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRAC7� 10.20630pt1 DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (851) 745-2107 ATTACHMENTS HORM WIND - 80, 100 5 110 MPH ONO ALPINE AVE, SACRAMENTO, CA OW28 (916)452-7021 FAX 4031518 mles6durskmn.eom SHEET 9 OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS .FOOTING SIZE SINGLE POSTS EMBED. ALUM RACKET USE WITH BOLTS 20' 21" SQ. 12' 23' 6 24' CUBE T BRACKET 31/4' POST= B,C,D.OR E 25' SO. 16" STEEL POST ONLY: (4)-irPO 3 1/4' ® 3'SQ. POST WI 26" 9TEELTBRAC11Ef USE WITH 23• 31" - 34' CUBE USE POST TYPE 0 BOLTS J 28' (2}812 SMS EA 3'SQ. POST SIDE OF POST OR 3"• SO. POST POST TYPE B,C.D,EF.G,H,J OR IL wM.'MRACKETt USE (2 Nan (4),T41'0 4 3/4' F, O, H. J OR K POST TYPE 4 43' SO. 1/4' M.B. THROUGH 40"- 42' CUBE KBO TSORE� t/Z DEPTH OF 34' 4T SQ. (2}1/2.0 BOLTS 16"INSERT POST SEE NOTES BELOW STEEL"RACKET: USE X2)0: HILTI KWHK FOOTING OR 44' 69' SQ. 43' ' CUBE FOOTING W/4• SLAB FOR ALL OTHER CONDITIONS 4 6' x .188• (2}1/4"0 POWERS WEDGE- BOLTS OR EQUAL 12' MIN. EMBD. BOLTS. OR EQUAL, EACH 21S•EMBEDMENrDePTH STEEL BRACK9T TO SLAB. FORKWK BOLTS► : T.O.C. MINIMUM DISTANCE TO EDGE OF SLAB = 4' OR TO CRACK = 10' d Ta ASTM A572 STEEL (1 �' MIN. EMBEDMENT) ,4 , ::re ti� •„ •, w � a I DEPTH . (a1/2'OM.B. +' �� ': '� 3118' ti,• „� �! SLAB SHALL BE IN '• GOOD CONDITION < POURED CONCRETE FOOTING SEE NOTE LONG. 11 FROM END 'e' �• t •'�- :• :� o m (STL) - OF POST ' ;tib z OR�FLLJ�TED 3 112• MIN. FOR SU7 SEEFOOTg+G POURED SQUARE SEE FTG. OR 4- SO. POST (STI-) SCHEDULE QUAR CONCRETE SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SPAN TABLE PL5/8 THK '-" "' SLAB % 3' SQ. POSTS TO CONC. FOOTING 8 SQUARE POST EMBED. 9 EXISTING INTO FOOTING 1 1n• g• 1 12' ATTACHED ALTERNATE FTG. ATTACHED ONLY o FOOTING � ANCHOR BOLTS CUBE SIZE SO. IS' DEEP • CUBE FTG. .FOOTING SIZE SINGLE POSTS EMBED. 18' le' SQ. 12' BOLTS 20' 21" SQ. 12' 23' 6 24' CUBE (2)-1rTO 31/4' 22" 25' SO. 16" 26' - 30• CUBE (4)-irPO 3 1/4' 24' .28' SO. 20- 26" 32" SO. 23• 31" - 34' CUBE (4WWO 4- 28' 35' SQ. 25' 35' - 39' CUBE (4),T41'0 4 3/4' 30' 39" SQ. 28' 32" 43' SO. 30" 40"- 42' CUBE (4),/4'0 4 3/4' 34' 4T SQ. 32' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1817 OR EQUAL. 36" 61' SQ. 34• 38' 55' SQ. 3T 40" 60" SO. 39" 42' 64' SQ. 41' 44' 69' SQ. 43' ' CUBE FOOTING W/4• SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED NOTES: 1. DO NOT USE ALUM. T BRACKET WITH 3X8 BEAM WIINSERT, MAG BEAM, 4' OR 7' I -BEAMS. 2. POST TYPE E STA I WASH R P eTE. 2'X16'X5}i'AT STEEL T BRACKET. 3. POST TYPE F DO NOT USE STEEL 'r BRACKET W/7• I -BEAM. it. a WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9' SO. It 5/8' B, C. D, F, G. B H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 6 TYPE) 9"x9'x 5lW (4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS STEEL PER I.C.C. ESR -1917 OR EQUAL (4 314' EMBEDMENT DEPTH) a ORAWN BY: E.N. TOM CAMPBELL 6 ASSOCL4TES, INC. COLUMN UVE LOAD • PATIO COVER SYSTEM AS MFG. BY: HAPMO ERI 0198 DATE.8NONE SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20630 p1 DURALUM PRODUCTS, INC. i(OlS)452-702 REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 AND EMSEDNMW 0. 100 WIND • �,1006110MPN MPINE AVE.,SACRAMENTO, C•A Bb828 1 FAX 403.1819 btumaom SHEET 100E 33 52' DRAWN BY: E.N. m � 81' G F I 2.00' ►948 COMMERTO ANDPBELL&A RESIDENTIAL NGMEER010 T-0.125' 13 :6.856" .024• ALUM. ALLOY 6063 -TO —� -1---.032" L;;?,375' HORIZ WIND • 90 1008 170 MPH .042" ALUM. ALLOY 3004-H36 OR EQUAL J 2 x 6 RAFTER SPLICE / INSERT ro 2.57" 2.19' 2.08' .038' R.F. GUTTER ' FASCIA -ALUM. 04-H3 ALLOY 3004-H38 A O 6.5" ROLLFORMED r 3`1 ,,r—r _T SPLICE «URSS 4" 070" I TYP. ALUM. ALLOY 8083-T8 O 4" I -BEAM 3' �—• I 042" 8" ALUM. ALLOY 30014138 O OR EQUAL 3 x 8 BEAM W/ STL. INSERT HEADER BEAM TYPES & ATTACHMENT DETAILS SPLICE WHERE OCCURS 2.00• .�, 2.r — ALUM. ALLOY 6063-T6 4.5" GUTTER 4' c WSHE E OCCURS AWM. ALLOY 8083 -TB 7" I -BEAM I SPLICE WHERE OCCURS I 4.8' 2.01' ITTYP. Lel SPLICE WHERE OCCURS ALUM. ALLOY B063 -T6 MAG. GUTTER O MAG BEAM -fv, DRAWN BY: E.N. m � � 2, � e.B• F I IAPMO ERA 0198 ►948 COMMERTO ANDPBELL&A RESIDENTIAL NGMEER010 T-0.125' 13 :6.856" .024• ALUM. ALLOY 6063 -TO —� -1---.032" L;;?,375' HORIZ WIND • 90 1008 170 MPH .042" ALUM. ALLOY 3004-H36 OR EQUAL J 2 x 6 RAFTER MAX. 3' e• MAX 3' � e. .042' .042• i ALUM. ALLOY 3004 -HU ALUM, ALLOY 30014138 _T OR EQUAL _T OR EQUAL OM DBL. 3 x 8 BEAM ON DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT I 3.00" SQ. ZR048*. ASTM A653 GRADE 40 @3" E SQ. STEEL BEAM MAX —1 Y 8.6• jj� .042" 8.0" 032' ALUM., ALLOY 3000-H38 OR EQUAL ALUM. ALLOY 3004.1138 J OR EQUAL � O DBL. 2 x 6.5 BEAM 825' I T"14 GAL 7.8 5" ASTM AW3 GRADE 80 '''8"2�5" 2.875' � I 3x8BEAM OO STEELINSERT 3x8BEAM DRAWN BY: E.N. ASSOCIATES, INC. TOM CAMPBELL ASSOCIATES, I 375" LAVE LOAD. ACOVER SYSTEM: I IAPMO ERA 0198 DATE: 8I61201z SCALE: NONE COMMERTO ANDPBELL&A RESIDENTIAL NGMEER010 T-0.125' 10, 20 630 pd :6.856" ALUM. ALLOY 6063 -TO REVISED BY: RANCHO CUCAMONOA, CA (981) 741-2107 L;;?,375' HORIZ WIND • 90 1008 170 MPH 8283 ALPINE AVE., SACRAMENTO, CA 96828 (918) 482-7021 FAX 103.1819 seka®duutetum.00m SH EET-11 OF 33 7" I -BEAM "C" OP SPLICE / INSERT DRAWN BY: E.N. ASSOCIATES, INC. TOM CAMPBELL ASSOCIATES, I LAVE LOAD. ACOVER SYSTEM: IAPMO ERA 0198 DATE: 8I61201z SCALE: NONE COMMERTO ANDPBELL&A RESIDENTIAL NGMEER010 BEAM TYPES 10, 20 630 pd DUR452- PRODUCTS, INC. REVISED BY: RANCHO CUCAMONOA, CA (981) 741-2107 HORIZ WIND • 90 1008 170 MPH 8283 ALPINE AVE., SACRAMENTO, CA 96828 (918) 482-7021 FAX 103.1819 seka®duutetum.00m SH EET-11 OF 33 2414 r 1f2' S.M.S. EACH SIDE OF 3' 'la F�OST(4TOTA19 ALTERNA ' 1 4'0 T Wf WASHER EA SIDE OF 3' SO. POST •t O I 3' SO. POST 2.414 ■ 1!C S.M.S. EACH SIDE OF 3' SQ. PGS7 ((4 -TOTAL) ALTERNATE 114'0 BOLT W/ WASHER EA SIDE OF 3' SQ. POST 3.00' 3' SO. POST OR .2 1'-0" GUTTER FASCIA MAG BEAM 3'SQ. STL. BEAM 3' SO. POST 13 3'-0" 12 - #14 SDS FASTENER SPACING - 314' ALUM. ALLOY 3105-H25 1 1.50" .28" �j I 2^ t0, 206 90 pd DURALUM PRODUCTS, INC. .018" SSE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING P2 ,; 1 1/2" SQ. OR 2" LATTICE TUBE 6269 ALPINE AVE., SACRAMENTO, CA 98028 ALUM. ALLOY 3105-H25 .28" RANCHO CUCAMONGA. CA (061) 741-2107 P1 2"x3" LATTICE TUBE SHEET 13 OF 33 BEAM TO POST CONNECTION DETAILS ' x 8" x .042" BEAM, ' SLI. STEEL OR IAG BEAM. @90 MPH 8100 MPH -1 (4}#14 SDS @ EA. SIDE TOP & BOTT. TOT.=16 @ 110 MPH - USE (6)-#14 SDS @ EA. SIDE TOP & BOTTOM X 3" ALUM. OR TEEL POST H - BRACKET TO POST 08 x 2 "SMS. 21/2' 1 112- SO., 2- SO., OR 2'x3' LATTICE ® 3.O.C. MIN. " TO 6"O.C. MAX. 17 LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0" 4 - #14 SDS T-0" 6 - #14 SDS 3'-0" 12 - #14 SDS FASTENER SPACING - 314' #14 x 1/2' S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR - EXTRUDED GUTTER t(14 S.M.S. ®12'O.C.- FASCIA 8 112W x.024 - RAFTER FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE w�— OPTIONAL LATTICE TUBES 00 'v rt FASTENER 6112- 00 GROUP 00 ALUM. BRACKET X 2" 1' 'L' SEE TABLE RAFTER "TAIL" TO GUTTER 15 (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER (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 8 ASSOCIATES, INC. LIVE LOAD" PATIO COVER SYSTEM AS FG. B . GATE: 8I6I20I, BFJW TO POST t0, 206 90 pd DURALUM PRODUCTS, INC. IAPMO ERI 0195 SSE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT HORIL WIND" 6269 ALPINE AVE., SACRAMENTO, CA 98028 REVISED BY: RANCHO CUCAMONGA. CA (061) 741-2107 00, 100 6 110 MPH (916) 452-7021 FAX 403.1518 4eb4®Ou8ybj;m m SHEET 13 OF 33 SPLICE DETAILS 1) . BEAM TO POST DETAILS 12 j SIMPLE SPLICE FULL MOMENT 1 I I I (2)#0 S.M.S.® EA. VALLEY, TYP. ol(e To71.S. 11 1112 S.M.S. II TYP. THICKNESS =.035' (24 TOT TYP. THICKNIiSS =.035' 1== 6.36• n + ii++t+ + + i+ ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 W OR 6063-T5 FOR EXTRUDED OR 6063 -TS FOR EXTRUDED I 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 IBEAMALUM ALLOY NOTCH 1 -BEAM FLANGEAS NEEDED TO CLEAR (606146) ALTERNATE SQ. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE /2' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. STL. C -BEAM TO POST W/ (2)- 518'0 r— 3--1 THRU-BOLTS @ 4' 1 -BEAM, SO. POST TOTAL- (8)-IWO BOLTS D A B SO THRU BOLTS IT"0 0 o p �� '�� BEAM TO POST CONN. SPLICE WHERE OCCURS ---• 4" ~ o..C37948 0 0 e% P.,03/31 /13r ALUM. ALLOY 16•� 1+L 8083.76 , 4" I -BEAM -3'-0'- MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED I SPLICE WHI OCCUI ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT CSPLICE ROOF PANEL M12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS @ W O.C. MAX. STAGGER IN BEAM FLANGE 4'x3` ALUM. 'I* BM. OR `— 7x4' ALUM. 9' SM. AT T 1 -BEAM: *C* (4)-1/4'0 MB. BEAM ADD SPLICE X 18' LONG TO BRACKET AT ALL COLUMNS - U1PM0 ERM 0195 (CENTER AT COLUMN). COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SECURE TO I -BEAM 10.206 30 pd W/ 8414 TEK SCREWS EQUALLY SPACED - REVISED BY: 1' FROM ENDS. 2- 3/6'0 M.B. THRU STL T WIND • 8 H BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST, CONN. DRAWN E. ' TOM CAMPBELL a ASSOCIATES, INC. LIVE LOAD+ PATIO COVER SY TEM AS MFG. Y: U1PM0 ERM 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM SPLX:E DETAILS 10.206 30 pd DURALUM PRODUCTS, INC. REVISED BY: RANCHO CUCAMONGA, CA (951) 741-210790.1m.....-HO WIND • 8 H 8269 ALPINE AVE.. SACRAMENTO O• G 95829 (816) 4SI.7021 FAX 4031518 tales�durBhnn.ppm SHEET 12 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION BEAM SPLICE TO IZ ,)BEAM DIRECTLY OVER 5/8"0 PLASTIC T. t t/z' OR 2•1AT710E CJ� N L POSNOT PERMITTED E 2 -POST UNITS PLUG WHERE #8 S.M.S. ALTERNATE 1/2' DOUBLE fc�'�g i c� aN-CGy PER SIDES i SCREW IS INSIDE BOLT CONNECTIO PLAN 2 v%ti 5• #14 SMS MAY rALTERNATE : BE USE AS #14 S.M.S. r 3.5'a3.5 ALTERNATE TO NNECT. I ~ N . C37948 r �[ 3.5' 1/4 0 BOLTS I EX . 0,3/31/13 _ __ 8' BEAM I i 4b'Oft V 3•x 3'STL.POST (24') ° ALTERNATE. INSERT ATTACHED Oft (2)-2x8.5.OR 3'x 3'STLROST COLUMN (2)-3'x8'HEADEF FOR FREESTANDING (2YI/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'xB' 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'x0.024' (1) -1/2' BOLT OR CONNECTOR (2} #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 'O V [ OR ❑4 SEE NOTES BELOW I I 6 1/2" SIDEPLATE EA. l I SIDE SEE POST SCHEC #14 SMS EA. SIDE 1 1," 1 1 TOP, MID HEIGHT 3"SQ. POST BETWEEN SIDE PLATES AND BOTTOM. BEAM TO POST CONNECTION 21 POST SCHEDULE • 3" SQ. x.032"+ (2}2" x 61/2" x.024* 3" SQ. x .032" + (2)-2" x 61/2" x .032" W/ (6)-#14 S.M.S. EACH SIDE. W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB'ONLY Efl USE ON CONC. SLAB OR FOOTING. EXISTING 2 k8 X�'z0.024' SHEATHING DBL. 3"X8'X.042 BEAM ALUMINUM MEMBER WIT I OR DBL. 2"X8.5X.032• BEAM -! WOOD FILL OR 3 2'x8' NOMINAL LEDGER (NEW OR EXISTING) 1° -(2) SIMPSON SDS26600 1 W1EXISTING ' STUCCO OR EQUAL 2.5' PENE. INTO EACH WOOD STUD' EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 22 `- 5/8" 0 ACCESS HOLES INSTALL 6 - #14 X Y4' 3' SQ. POST LONG SDS ® EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO 'COLUMN DETAIL 23 DRAWN BY: E.N. TOM CAMPBELL 1I ASSOCIATES, INC.. LIVE LOAD. PTI VERS STEM AS FG. BY: VU'MO ERN 0195 DATE: SWM12 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I I LATTICE 10,10 6 30 psf DURALUM PRODUCTS, INC. 1(916)462-7021 REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 CONNECTIONS HORIZ. HAND • B0, 100 6 110 MPH 8188 ALPINE AVE., SACRAMENTO, CA 88828 FAX 403-1510 saleWu kim.00m SHEET 14 OF 33 ( MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED OPEN LATTICE & SOLID COVERS 10 2"X6.5"X0.024" SIDE PLATES POST [] 90 MPH 90 MPH 100 MPH 110 MPH EXP. B FEXPX EXP. B EXP. C EXP. B EXP. C 4' 2 2 2 2 2 3 5' 2 2 2 3 2 3 6' 2 3 2 ;3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 3 5 4 6 10' 3 4 4 5 4 6 11' 4 5 4 6 5 7 12' 4 5 4 6 5 7 13' 4 5 5 7 6 8 14' 4 6 5 7 6 8 15' 5 6 5 8 6 9 7k SEE SHT.14 FOR POST TYPES NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS IS SHOWN ON SHEET 8 NAL Fn 2"X6.5"X0.032" SIDE PLATES POST []2 90 MPH 100 MPH 110 MPH EXP.B- EXP. C EXP. B EXP. C EXP. B EXP. C 4' 2 2 2 2 2 2 5' 2 2 2 2 2 2 6' 2 2 2 2 2 3 7' 2 2 2 2 t 2 3 8' 2 2 2 3 12 3 9' 2 3 2 3 2 4, 10' 2 3 2 3 3 4 11' 2 3 2 4 3 4 12' 2 3 3 4 3 5 13' 2 3 3 4 3 5 14' 3 4 3 4 4 5 15' 3. 4 3 5 4 6 7k SEE SHT.14 FOR POST TYPES NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS IS SHOWN ON SHEET 8 NAL Fn DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCU\TES, INC. LOAD. C S G. : IAPMO ERM 0195 8/58012 NONE COMMERCIAL AND RESIDENTIILL. STRUCTURAL ENG'WEERINO MINUMUM REQUIRED COLUMNS 10, 20 8 30 psf O.� DURALUM PRODUCTS, INC. 8280 ALPINE A1(E.. SACRAMENTO. CA 55828 REVISE RANCHO CUCAMONGA. CA (951)741.2107I(QtG)452-7021.�FAX403-151OULkngdwWmmmI 90,10D& ON SHEET 15 OF 33 .10# L:L.. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C * 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 W EACH SIDE FOR FREESTANDING ONLY. , SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING CNYA C37948`43/31 /13 )j FOOTNOOTE:: j'SAMPLE' V FIGURE INDICATES EXPOSURE B -}"�� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C. DRAWN SY: EN DATE: &Yl012 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM ' DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM PATIO R TE AS FG. : DURALUM PRODUCTS, INC. IAPMO ERO 0195 Sip; NONE COMMERGAL AND RESIDENTIAL STRUCTURAL EN(iINEEitWO OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT ATT. 'ATT. > 5288 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 28 OF 33 �o MAX.COL.r12'-2 10 R LL .90 MPH FREESTAND ATT. MAX.POST FREESTAND MAXPOST MAX.POST FREESTAND ATT. FREESTAND FREESTAND ATTACHED MAX.POST MAX.POST 50 SPACING ON SLAB f�G SPACING FTG' (SPAN) SPACING SPACING SPACING FTG' FOR DBL. ' FOR 3^ x S' FTG. FTG' (SPAN) �G' FTG. FTG. POST FTG. °0 MIN.' (IN.) POST CIN.) POST POST POST (SPAN)G POST. (IN.) 2-XS.S-XO32^ BEAM (IN.) (IN.) (IN.) (IN.) (IN.) (IN') TYPE `(1 TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 29 G 1416 20'-0;9-1" ,.33 G 1818 14'-013��" 14'-2"13'-6" 30 G 1416 26'24'-10" 35 G 1 381 ..39 G 20 B 4, ZO 35'-1" 3 5' 13'-7" 2g G 14 1r-11" 32 G 17 12'-0' 12'-8" 29 G 15 23'-3" 34 G 18 32'-1 37 G 21 B 5' 0'-11 18 17'-1" 19 11'-11" 12'-1" 17 22'-2' 21 31 4 " 24 E 6 11-4" 101-8" 28 G 15 18'-4" '31 G 17 11'-5' 11'-7" 29 G 15 21'-3" 33 G 19 30'-0" 37 G 21 B , 6 10'-4' 17 15'-7" 26 10'-11" 11'-0' 18 20'-3" 22 28'-8° 24 E 7' 9'-8" 27 G 15 15'-2" 31 G 18 - 10'-7" 10' 8' 28 G 16 19'-8" 33 G 20 27'-1 " 36 G 22 B 7, 9'-9" 18 14'-5" 20 10'-1 10'-2" " 18 18'-9" 22 26'-6' 25 E 8' 8'-6" 9'-8" 27 G 16 14'-2" 30 G 18 9'-11" 10'-0" 27 G 16 18'-5" 32 G 20 26'-0" 35 G 22 B , 8 9, 4. 18 13'-6" 21 9'-5" 9'-6" 18 17'-6" 23 24'-10 25 E 9' 7'-7° 9'-3" " 27 G 16 13'-4" 30 G 19 9'4- 9'-5" 27 G 17 1 r-4" 32 G 20 24'-6" 35 G 23 E 9' 9'-0 19 12'-9" 21 8'-11" 9'-0" 19 16'-6" 23 23'-5" 28 F 10' 6'-9" 9'-0"8, 27 G 1719 12'-8; 29 G 1 21 8'-10" 8'-11 ° 27 G 1719 16'-55, 31 G 2124 3' 34 G 2 26 E 10' 8" 2,-1 ^ e,-5" 8' 6. $" 22,_2. F 11 6 -2 " 8'-8" 28 G 17 12'-1' 29 G 19 8'-5" 8'-0" 28 G 1T 15'-8, 31 G 34 G 24 E 11' 8.�. 19 11' 8" 22 8'-1.8'-2" 19 14 -11" 7 F 12' S'-8" 6'-5^8 29 G 1 20 11'-711 29 G 1 8 1- e'-2' 29 G 1 20 15'-0* 31 G t 33 G 2 27 E 12' -0" -0" 22 r-9° r g. 4, 4. F 5'-2" -18 29 H 11'-1" 29 H 20 7'-9° 7'-10" 29 H 18 14'-5 30 H 33 H 2413' 13' 7, e. 20 10'-7" 22 7'-2" 7'-6" 20 13'-9^ 28 F 14' 4'-10" T-9"7,-5' 30 H 1 10'-810 ^ 30 H 7'-7" 30 H 1 13 -13'-3" 30 H33 2 191-8" H 2 E 14 20 -2 6'-8" 7,-3" 20 25 8'-9" 26 F 7'-6" 31 H 18 10'-4" H6'-3" 1206 -AT 7'-4" 31 H 18 13'-5" 31 H 22 19-0 32 H 254'-6" 7'-2" 21 9'-10"31 7'-0" 20 12'-10- 25 18'-1- 28 * 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 W EACH SIDE FOR FREESTANDING ONLY. , SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING CNYA C37948`43/31 /13 )j FOOTNOOTE:: j'SAMPLE' V FIGURE INDICATES EXPOSURE B -}"�� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C. DRAWN SY: EN DATE: &Yl012 TOM CAMPBELL 6 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD. 10, 20 6 30 pal PATIO R TE AS FG. : DURALUM PRODUCTS, INC. IAPMO ERO 0195 Sip; NONE COMMERGAL AND RESIDENTIAL STRUCTURAL EN(iINEEitWO FREESTANDING AND ATTACHED HORIZ. WIND • 5288 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 28 OF 33 REVISED BY: RANCHO CUCAMONGA. CA (951) 741.2107 10 R LL .90 MPH 90,100 8 110 MPH (BIB) 452-7021 FAX 4031518 aebn®AUmhe,,.ec,,, 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C • 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 B" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING S>aoNAC F ` C4tijo a = `(r ~ No. C37948 XP. 03131113 FOOTNOTE: 'SAMPLE" v FIGURE INDICATES EXPOSURE B -ja FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B $ C. DRANK BY: E.N. DATE:615M12 3" SQ. STEEL BEAM DBL. 3 -x8 -x.042 -BEAM DBL.2"x6.5"x.032' BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM A R SYSTEM F : OURALUM PRODUCTS, INC. > o IAPMO ERN 0195 OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT FREESTAND ATT. MAACIN MAX.POST FREESTAND 'ATT. FREESTAND ATTACHED COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING FREESTAN13 ATT. MAX.COL MAX.POST RANCHO CUCAMONGA CA (951) 70-2107 MAX POST FREESTAND ATT. MAX POST �•�T_ FAX 4041519 oabs®0 im% m.00m m SPACING ON SLAB* SPACING (SPAN) FfG SPACING (SPAN) SPACING SPACING FTG MIN. FTG. FOR DBL FOR 3- x 8' FTG. MIN• FTG SPACING FTG MIN. FfG SPACING FTG MIN. FTG• MIN. POST (SPAN) �+ FTG MIN POST (IN.) (IN.) (IN.) ON.) 2'xS.5-X.03r BEAM (IN.) POST (IN.) (IN.) POST (IN.) (SPAN) (IN.) POST (M.) POST TYPE TYPE TYPE TYPE TYPE TYPE 4' 17'-0" 12'-0"�,-0. 30 (� 15tg 19'- 34 (� 1719 t3'-4.11'-0. 13'-10 3�-t• 31 G 1617 25'-24,-0• 37 G 1 21 36, 40 G 2124 B 4, g' -g" 3q'-0• 5' 1 13'-7" 11'-2" " 30 G 15 1T -s' 33 G 18 11'-11" 12'-5" 31 C7 18 22'-9" 36 G 20 32'-2' 39 G 22 B 5, 10'-9 17 16'-6" 20 9'-10" 11' 8" 18 21'-6' 22 30'-5' 25 E 11'-4" 29 G, 16 16'-0" 33 G 19 1O'-10" 11'-4" G 17 20'-9" 20 29'-4" G 23 B6' 6 18 15'-1" 21 9'-0" 10'-8'30 19 19'-7"35G 23 2T9"38 2s E 7' 9'-8" g10--6- 29 G 17 14'-10' 32 G 19 10'-1" 10'-6" 29 G 17 19'-3' G 21 27'-2" 38 G 23 B 7, 18 14 -0" . . 21 s a 9 -11 . 19 18'-223 25'-8"26 8' 8'-8" 28 G 17 13'-1 ", 31 G 20 9'-5' 9'-9-29 (� 17 18'-0' 34 (� 21 25'-5" 37 G 24 B8, 19 13 -1 • 22 7'-9 9'-3' 19 17'-0' 24 24'-0' 27 E 9' 9' 7'-7" 9'-2- 28 G 17 13'-1" 31 G 20 8'-10' 9'-3" 28 G 18 17'-0" 33 G 22 24'-0" ;17-24 36 G 24 E 9- 20 12'-4' 22 7' 4" 8'-9' 20 16' 0' 22'-8' 27 F 10' 6'-9" 8'-10" 29 (� 18 12'-5" 31 G 20 8'-5' 8'-9" 29 C7 18 16'-1" 33 G 22 2'-9' 36 G 25 E 10, 8'-6" 20 11'-8' 23 r-0' 8'-3" 20 15'-2" 25 21' 6" 28 F 11' 6'-2- 8'-T8,-1 30 H 1 t 1-11-2" 30 H 2123 8'-0" 8-4- 30 H 1 t 5,14,-0- 32 H 2 21'-8w 35 H 25 E 11 • 20 g -0. T-11 • 21 25 20'-0. 28 F 12' S'-8" a'-3"7,-9• 30 H 1 11-410,-8- 30 H 2123 T 8' 8 -0" 30 H 1 21 32 H 2 26 20'-s 9.-7- 35 H 26 E 12' 21 g� q. 7'-T 3'-10" 29 F 13' 5'-2" 7'-117 31 H 1 21 10'-10 U 31 H 2124 7'-5" T-8• 31 H 1 21 14'- 32 H 23 19'-1 35 H 229 E 13' g. -3- g,-1 " T_3• 3'-4" 8 18.10. F 14' 4'-10" 7,-7.7,-2" 32 H 1 10'-09'-11• 32 H 2124 7-0' 7'-5' 32 H t 3' 32 H 2 19 34 H -2-6-2j 21 S,-11" 7,-0. 21 2'-10" Z6 18'-2• 15' 4'-6" T-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 , 15 6,_t t • 22 9'-6' 24 5'-8' 6'-9" 22 12'-5" 27 17' 6- 30 F • 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 B" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING S>aoNAC F ` C4tijo a = `(r ~ No. C37948 XP. 03131113 FOOTNOTE: 'SAMPLE" v FIGURE INDICATES EXPOSURE B -ja FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B $ C. DRANK BY: E.N. DATE:615M12 TOM CAMPBELL d ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAp - to, 20 L A A R SYSTEM F : OURALUM PRODUCTS, INC. IAPMO ERN 0195 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING pd HORIZ WIND - 299 ALPINE AVE., SACRAMENTO, CA 95820 [916)452-7021 REVISED BY: RANCHO CUCAMONGA CA (951) 70-2107 AND ATTACHED 10 0 L.L 100 MPH 90. 100 6 110 MPH FAX 4041519 oabs®0 im% m.00m SHEET 27 OF 33 Bin n City Of is Quintd Building 8I' Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777.7012 Building Permit Application and Tracking Sheet Permit # _ �2 Project Address: 6' 5/ B Owner's Name: liO4 Qs A. P. Number: Address: Legal Description: City, ST, Zip: