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12-0141 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 1_2 OAA=0:0r al--- Property Address: 81815xGOLDEN=STAR WY APN: 764-280-999-81 -300235- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 2713 T-iht 4 4 4" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: LAWRENCE 81815 GOLDEN STAR WAY LA QUINTA, CA 92253 Contractor: Applicant: Architect or Engineer: LIFETIME PATIOS PO BOX 5806 LA QUINTA, CA 9224 (760)772-0001 L _ Lic. No.: 770843 't. LICENSED CONTRACTOR'S DECLARATION . . I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. Lice a Class; B License No.: 770843 Date: �� ontractoi: ig�� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001: 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.). (_) 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: 2/15/12 FEtB 1 C► 26 CITY OF LA QUINTA FINANCE DEPT. 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 INissued. 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 Policy Number WSIO040134-01 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions'of Section 37PO of the Labor Code, I shall forthwith comply with those provisions. Oate: ZAA4<ppIicanV<7D WARNING: FAILURE TO SECURE WORKERS' C ENSATION 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 building construction, and hereby authorize representatives of this count to ter upon the above-mentioned property for inspection purposes. plele Z Si ature (Applicant or Agen Application Number Permit . . . Additional desc . Permit Fee, Issue Date . . . . Expiration Date . . . . . . 12-00000141 PATIO COVER PERMIT 54.00 Plan Check Fee . Valuation . . . 8/13/12 35.10 2713 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ------------------------------------------------------------------ Special Notes and Comments ---------- 2 WEATHERWOOD SHADE STRUCTURES, 1 AT REAR OF RESIDENCE AND 1 AT CASITA, TOTALLING 204 S.F. 2010 CODES. ---------------------------------------------------------------------------- Other Fees .. . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary. Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 54.00 .00 .00 54.00 Plan Check Total 35.10 .00 .00 35.10 Other Fee Total 1.00 .00 .00 1.00 Grand Total 90.10 .00 .00 90.10 LQPERMIT Bin # City. of La Quinta Building SL Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quintai-CA 92253 - (760) 777-7012 .-Building Permit Application and Tracking Sheet Permit # n ,;1�(� /' Project Address: Owner's Name: Address: -City, ST, Zip: AA P. Number. Legal Description: Contractor: L •�.l NA;G Address: 0 -V�Ow as-CA0 Telephone:i'`� Project Description: City, ST, Zip: t, Telephone: . —n—� o'1G t;G State Lie. #: l3 --77G E.u3, City tic. #: 325 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: � - - State Lia #:' fir._. � �.� , •A '.,- � �;;�. "" - ; • ��'�. ::'4 Ls _L yip : rt Construction Type: Occnpancy: Project type (circle one): New Add'n Alter Repair Demo' Name of Contact Person: Sq. Ft Q # Stories: # Units: Telephone # of Contact Person: Estimated-Value of Project: Z APPLICANT: DO NOT WAITE• BELOW THIS LINE Req'd - Rec'd TRACING PERMIT FEES Plan Check submitted Item Amount l Calcs. F Reviewed, ready for corrections Pian Check Deposit cs. : Called Contact Person' Plan Check Balance alcs. Plans picked up Construction Flood I plain plan Plans resubmitted Mechanical Gradingplan god Review, ready for corrections/issue Electrical Subcontactor List Called-Contact Person Plumbing Grant Deed Plans picked up S.XL H.O.A. Approval Pians resubmitted Grading INHOUSE-, "Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person &I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees m A&WLJ2- R RAFTER, SEE TABLE * SEE SHTAS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 1I2' SIDE PLATES. FOR SIM AND SPACING OPEN LATTICE TYPES � JJA,o NOTE THIS OPEN LATTICE-T)A%STRUCTURE MAX E SEEEXSCHHE°DULE B MAYS jBE COVERED. MAIC. O.H. 'VG ... 25%OF SPAN O. .. \ RAFTEFL 6 ATINGLE ANO SPAGNG LENGTH OF STRUCTURE VARIES POST WITH SIDE PLATES 8EE DETAIL sFF r p • � o 7 12• SLAB ATTACHMENT NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE CHANGEABLE WITH ANY OTHER SF PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN. Frq SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTINO CUBE SIZE TE OPEN LATTICE -TYPE PATIO COVER 1f/ SCALE: NT8 .. NO. MAIYILBE COVERED. LATTICE -TYPE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE,i RAFTEIL 9IS TABLE MAX. PROD. �OSPACING PA � SEE SCHE E ' KAY.=8 COVERED. LATTICE -TYPE 9TRUCTUH 7s�0_ 26%OFBPAN O LENGTH OF STRUCTURE VARIES SEE LENGTH OF STRUCTURE VARIES F)r9° lOT • EACH COMPONENT IS INTER - LE WITH ANYOTWER S UNLESS 011HERWISE SHOWN. r1e� FOG c_14SEE A E "F" ATTACHED MULTISPAN LAS 37t►4 NOTE: nr� � AX. PROJ. -�A� SM SCHEDULE LENGTH OF STRUCTURE VARIES �SnHQB4i POST WITH SIDE PLATES 1F SEE DETAIL 3 0 \C RULE iSl, °o , CELL -n f( -•c fI. 3112•SLAB I 3 LIVE LOAD = PATI COVER SYSTEM AS MFG. BY: SED8 MAY BE USTRAIN�rsoCHANGEABLE IAPMO ER8 0585 DATE: 4/26/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGNEERIN4 OPEN LATTICE NOTE: EACH COMPONENT IS INTER- TO CON SCALE NONE RANCHO CUCAMONGA, 741-2107. WITH ANY OTHER -oFOOTING SEE 0288 ALPINE AVE, SACRAMENTO, CA 95826 3 OF 33 2• BEAR COMPONTENT UNLESS OTHERWISE SHOWN. r SCHEDULE NOTE: EACH COMPONENT IS INTER - (810) 462.7021 FN(4031619 eales@dmellun.°°m E USED CONSTRAIN VWHERME CHANGEABLE WITH ANY OTHER irHEDULEEE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE D SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE DRAWN BY: E.N. TOM CAMPBELL 6 ASSOCIATES, INC. LIVE LOAD = PATI COVER SYSTEM AS MFG. BY: IAPMO ER8 0585 DATE: 4/26/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGNEERIN4 OPEN LATTICE 10.20 6 30 P. DURALUM PRODUCTS, INC. SCALE NONE RANCHO CUCAMONGA, 741-2107. STRUCTURES HORIL WIND a 0288 ALPINE AVE, SACRAMENTO, CA 95826 3 OF 33 REVISED BY: CA (931) 90,100A 110 MPHSHEET (810) 462.7021 FN(4031619 eales@dmellun.°°m 31/2• SLAB ALTERNATE ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE �I WHERE PERMITTED. SEE SCHEDULE NOTE: NO SPLICE AT THIS MAX. HT.- IT POST AND END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE NOTE: EACH COMPONENT IS INTER - FOR FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H ' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SQ. POSTS, SIZE VARIES ALTERNATE: 31/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 8' STEEL ROD I BEAM SEE SCHEDULE FOR POST SPACIN H ?S OF SP SPLICE AT THIS AT END BAYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 31/2" SLAB * SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 8 1/2' SIDE PLATES. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID PANEL TYPES MAY BE USED SEE SCHEDULE ATTACHMENT CHANNEL LfNGrHO ALUMINUM SEE DETAIL SOS FSrRU ATTACHMENT CHANNEL SEE DETAILS LENGTIiO SOS FgrRVC 1Q 20830 De► WHERE PERMITTED. ALUMINUM IAPMO ERA OI BS NOTE ROOF PANEL SEE SCR l ARaE�O/SySE Es ROOF PANEL S MIN. 0.25' SLOPE PER FT. PRO FZ� E1 ES SPANS N FORSPANS D AT END BAYS. SEE SCHEDULE FOOTINO CUBE SIZE ONE NOTE: EACH CHANGEABLE WITHkN O. SP COMPONTENT UNLESS O. 'O.H.' NOT TO EXCEED 26% -O.H.' NOT TO EXCEED 26% OF SPAN NOTE: EACH COMPONENT 1S INTER - OF SPAN CHANGEABLE WITH ANY OTHER SEE DETAIL FOR SPLICE TYPE "D" FREESTANDING MULTISPAN SEE DETAIL FOR SPLICE POsrs OPTIONAL: CANTILEVER BE ST Sl;E OPTIC : CANTILEVER BEAM 11r SQ. POSTS, 31ZE VARIES SFFSChepU S SEEPOST SCHEDULE PACINGR 1F SQ. POSTS, SIZE VARIES SCHr:p S 8ESCHEDULE H PO SLR PACING O•H. Qk 257bpFSP� N 26�OFSP 31/2• SLAB ALTERNATE ATTACHMENT SINGLE POST MAY BE USED SEE SCHEDULE �I WHERE PERMITTED. SEE SCHEDULE NOTE: NO SPLICE AT THIS MAX. HT.- IT POST AND END BAYS. FOOTING WHERE REQUIRED SEE SCHEDULE NOTE: EACH COMPONENT IS INTER - FOR FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER ORTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H ' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE _ SQ. POSTS, SIZE VARIES ALTERNATE: 31/2' SLAB SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 8' STEEL ROD I BEAM SEE SCHEDULE FOR POST SPACIN H ?S OF SP SPLICE AT THIS AT END BAYS. NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 31/2" SLAB ALTERNATE: TOM CAMPBELL 8 ASSOCIATES, INC. ATTACHMENT SINGLE P08T MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE SOLID PANEL 1Q 20830 De► WHERE PERMITTED. TO CONSTRAIN IAPMO ERA OI BS NOTE SEE SCHEDULE 40 SPLICE A DTE. 0 SPLICE AT MAX. HT.- 12' POST AND AT END BA FOOTING WHERE REQUIRED D AT END BAYS. SEE SCHEDULE FOOTINO CUBE SIZE ONE NOTE: EACH CHANGEABLE WITHkN Cq �\ COMPONTENT UNLESS �i p\ "ATTACHED MULTISPAN W/CANTILEV MIN. 0.25' SLOPE PER FT IS�•.....�0. T It . §e•SH AS I. �Plw) �T • ° Of G °zI leg L.plcIv*lL.--- 'O.H-' NOT TO EXCEED 25% " OF SPAN SEE DETAIL FOR SPLICE POS OPTI NAL: CANT SQ. POSTS, SIZE VARIES SEE SC�FOVLFS SEP SCHEDULE SPACING STR 0•H. ALTERNATE: 2596 OFSP 31/2' SLAB SINGLE POST TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAp• A O VER STEM FG. Y: MAY BE USED SEE SCHEDULE DATE: 4/26/2011 IREVISEDUY- SOLID PANEL 1Q 20830 De► DURALUM PRODUCTS, INC. TO CONSTRAIN IAPMO ERA OI BS NOTE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 40 SPLICE A THIS 6288 ALPINE AVE., SACRAMENTO, CA 86826 FOOTING, SEE POST RANCHO CUCAMONGA, CA (951) 741.2107 D AT END BAYS. SCHEDULE FAX 403.1618 saI8*&mNi¢n.eom SHEET 2 OF 33 FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT 1S INTER - 1/2 x S' STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAp• A O VER STEM FG. Y: DATE: 4/26/2011 IREVISEDUY- SOLID PANEL 1Q 20830 De► DURALUM PRODUCTS, INC. IAPMO ERA OI BS SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIL WIND • 1(918)462-7021 6288 ALPINE AVE., SACRAMENTO, CA 86826 RANCHO CUCAMONGA, CA (951) 741.2107 80.100 8 110 MPH FAX 403.1618 saI8*&mNi¢n.eom SHEET 2 OF 33 RAFTER SPANS' FOR OPEN LATTICE COMMERCIAL & PATIOS 9qa0ft4�}NIPH EXPOSURE B & C 2, s.6• �o� PI. 'fA�iii f— I,r4 30I �e0"OFE5S13' ° •.°MAX. 2• °°TH 042• CA PBE�.1- "S1 G .042• F-_ No, r 3 ; 2 ALU ALUM. ALLOY 3004-H3 M ALLOY 364-H36OR EQUAL UV "" • m OR EQUAL a y& ALUM. ALLOY 3004.>a3a ,.• ,.• a 7k SEE NOTE BELOW \ OR EQUAL ° • 7k SEE NOTE BELOW r 12 X 6 1/2- RAFTER ! DBL. 2 x 6 1/2" RAFTER 8 3 x 8"RAFTER L.L.= "T" a 90 MPH -} 100 MPH 1 1 ONIPH L,L•= •T^ 90 MPH 100 MPH 1 0 PH a- •T" ¢a 90 MPH 100 MPH 110 MPH (PSF) (IN.) g EXP, B EXP.0 EXP. B EXP.0 EXP.8 EXP.0 (PSF) (IN.) % EXP. B EXP.0 EXP.. B EXRC EXP. EXP.0 (PSF (IN) wz c EXP.'H EXP.0 EXP. B EXP.0 EXP. B EXP.0 024 16" 12'-2" 12'-2" 12'-2" 11'=10" 11'-i0" 11'5" 024 16" 1T-3' 1T-3' 1T-3" 16'-0' 18'-8" 16'-1" �2 18" 24'-6" 23'5" 24'-0° 22'-8" 23'-5" 21'-10" 24" 9'-11" 9'-11" 9'-11" 9'-8" 9'-8" 9'-3" 24" 14'-1• 14'-1" 14'-1• 13'-7" 13'-7" 13'-2° 24" 20'-0" 19'-1" 19'-7" 18'-6" 19'-1" 17'-10" 10 16" 16'-3" 16'-3" 16'-3" 15'-9" 15'-9" 15'-2" 16" 23'-0" 23'-0" 23=0" 22'-3" 22'3" 21'-6" 10 .032 10 .032 - - - - - - 24" 13'-3" 13'3" ' 13'-3° 12'-10" 12'-10" 12'-5" 24" 18'-8" 18'-9" 18'--8" 18'-2" 18=2" 17'5". .042 16" 21'-4" 21'-4" 21'-4" 20'-8' 20'-8' 19'-11" .042 16" 30'-2" 30'-2" 30'-T 29-3" 29'-3" 28'-2" 042 18" 17'-9" 1T-9" 17'-9' 17'-9" 17'-9" 17'-7" 24" iT-5" 1T-5" 17'5• 16'-10" 16'-10" 16'3" 24" 24'-7" 24'-7" 24-7" 23'-10• 23'-10' 23'-0" 20 24' 14'-6" 14'-6" 14'-6" 14'-6" 14'-8' 14'-4" 16" 9'-4- 914" 9'-4• 9'4" 9'-4" 9'-2" 16" 13'-2" 13'-2" 13'-2" 13-2" 1T-2" 13'A" .024 .024 - - - - - - 24" 7'-7" T-7" 7'-7" T-7" 7'-7' T-8" 24" 10'-9' 10'-9" ' 10'-9" 10'-9" 10'4" 10'-7" .042 20 .032 20 .032 16" 12'-5" 12'5" 12'-5" 12'-5' 12'-5" 12'-3" 16" 17-7" 1r-7 17'-7- 17'-7" 1 T-7" 17'-4' 16" 14'-7" 14'-7" 14'-7° 14'-7° 14'-7" 14'-7" 24" 10'-2" 10'-2" 10'-2' 10'-2" 10'-2" 10'-0" 24" 14'-4" 14'-4" 14'4• 14'4• 14'-4" 14-2-30 24" 11'-11' 11'-11' 11'-11 11'-11" 11'-11" 11'-11" 16" 16'-4" 16'-4" 18'-4° 16'-4" 16'-4" 16'-1" 16" 23'-1' 23'-1" 23'-1" 23'-1" 23'-1" 22'-9" .042 .042 - - - - 24" 13'-4• 13'4" 13'4• 13'-4" 13'-4" 13-2" 24" 18'-101 18'-10" 18'-10" 18-10" 18'-10" '18'-7" 18" - - - - - - 16" 10'-10" 10'-10" 10'-10° 10'-10" 10'-10' 10'-10" .024 .024 * NOTE: SINGLE RAFTERS SPACED I6' O.C. MAY BE USED AT 24" - - - - - - 24" 8'-10" 8'-10" 8'-10' 8'-10" 8'-10" 8'-10- 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'3" 16" 14'-8" 14'-6" 14!-6* 14'-6" 14'5' 14'-6" 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 30 .032 30 .032 24" 8'-4" 8'-4" W-4* B'-4' 8'-4" W-4' 24" 11'-10' 11'-10" 11'-10" 11'-10" 11'-10 IVA0" 16" 13'5" 13'-5" 135" 13'-5" 13'-5" 13'-5" 18" 19'-0" 19'-0• 19'-0" 19'-0' 19'-0" 19'-0' PROJECTION .042 .042 O.H. SPAN 24" 11'-0' 11'-0" 11'-0' 11•-0• 11'-0" 11'-0" 24" 15'-6" 16'-8 16-6" 15'-8' . 15'-8° 15'-6" TRIBUTARY WIDTH TABLE) - CLEAR SPAN (FT.) O.H. ''--s 7 8 B 10 11 12 13 14 15 1s 17 10 19 20 21 h 0 -`3— 4 4 5� 5 6 8 7 7 8 B 9 9 10 10 11 TRIBUTARY TRIBUTARY - V 1 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 WIDTH 112 SPAN r 0.11. 2' �5 6 6 7 7 8 8 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 f 9 9 10 10 11 11 12 12 13 13 14 14 15 ' ". " NOTE: TRIBUTARY ON MULTIPLE SPANS 15 4' - - - EQUAL TO CENTER SPAN TO CENTER SPAN 11 1 12 12 13 131 14 14 15 15 16 DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LNE LOAD"IPATIO COVER SYSTEM AS MFO. B : DATE:4n8/1011 10, 20 a30ps1 DURALUM PRODUCTS, INC. IAPMO ER90196 Ste: NONE i COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO RAFTER fiPAN9 HORIL WIND • 8289 ALPINE AVE., SACRAMENTO, CA 98826 REVISED BY: RANCHO CUCAMONGA, CA (951)741-2107 90, 1008. 110 MPN (918) 462-7021 FAX403-1618 sWw@dmftm.°°m SHEET 7 OF 33 PANEL FASTENERS F #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM 24" 24" TRI='V" PAN R 04 X %* S,M.S. I,CH VALLEY TO BEAM ° NOTE BELOW 12° 12" x 3 1/2" W PANEL F#10 OR #14 X Y4" S.M.S. AT EACH VALLEY TO BEAM SEE NOTE BELOW ------- 8.001/8.00, --I 6" 18"x 2 Y2' FLAT PAN W/(2) -V'S NOTE: FASTENERS INDICATED ARE TO BE USED AT EACH SUPPORT BEAM AND HEADER w USE #10 FOR 90 & 100 MPH WIND SP� USE #14 FOR 110 MPH WIND SPEED 90/100/110 MPH EXPOSURE B & C FAN BEAM (19'-0- MAX SPAN) HEADER --� CEILING FAN AND/ T T=.075" TYP. 2'12' EXIST. WALL OR LIGHT FIXTURE ( MAX. 30 lbs. ) r.4 w* EINp%l�, FAN BEAM A SUM•'hryh � Y THOMASy.''+Q ..(�' CAMPBeL EXIST. WALL -,,,,,.ATTACHMENT AT HANGER CHANNEL FAN BEAM - h .. , ° • s SEE TABLE HANGER rill) NO• .1$4�� SHT.B CHANNEL FAN BEAM 2 /2" #12 S.M.S. SCREW #12 S.M.S. SCREW AT HANGER CHANNEL ATTACHMENT AT HEADER FAN BEAM #14 x 31/2" S.M.S. SCREW AT BEAM 1FAN BEAM POE c C,ga�A 2 /2° No. 37946 * 0.042'x3"x8" HEADER #14 x 31ATB.� SCREW DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LA/E LOAD • PA O COV SYSTE AS M . BY: IAPMO ERl10199 GATE: 4@8/2011 COMMERCIAL AND RESIDENTIALS9RUCTURAL ENGINEERING PANEL FASTENERS 70, 20 8 90 of ' DURALUM PRODUCTS, INC. SCALE:NONE I FAN BEAM HORI2. WIND" 3289 ALPINE AVE., SACRAMENTO, CA 95828 REVISEDBY: RANCHO CUCAMON" CA (951)741.2107 90,/006110 MPHSHEETBOF (918)182-7021 FAX 4051819 tetes®durelumeam 33 COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS MAX. HEIGHT =10' r_3 2-1 MAX. HEIGHT C =10' I I 3.00" SQ. 3.00"SQ. 7— a " #t0 SMs -1 3.00" SQ. 19. SIDE `ALT .14'R 032' NP' 048"STEEL O5/8" PLASTIC PLUG •28" OF OE 3" SQ. ALUM. POST 3" SQ. ALUM. POST MAG POST WITH SIDE PLATES OD 3" ALUM. .STEEL POST 3" SQ. ALUM. POST ALUM. ALLOY 3004-H38 t ALUM. -ALLOY 3004-H38 - s ALUM. ALLOY 6063 -Te ALUMALLOY 3.00" OR ,0• :uk ��\�q11, 75" 7116"m HOLE � l�' ,l,, FOR 3/9" MB .6. r <NEER 5��►I 5" ASTM GRADE 36 STEEL 1.126• • THOMAS I. •'. OY'� INSTALL'ly'x 1Jb'x )6* HOG ELL ' 'n/� WASHER PLATE AT ANCHORS 6" 76 CAMPS tsr� • rip • m P. Oso 3 � �r expi "� �� INSTALL iN x 1)4' x " HDG IL WASHER PLATE AT ANCHORS 1% . \ -L1 FOR 110 MPH 2- 5/16141 HOLES 144 �th/II.• `ALUM "T" BRACKET STEEL "T" BRACKET 5 ALUM,ALLOY 6063-T6 "H" BRACKET G=3'SQ.xt=.188" H =3'SQ.xt=.250' I=3'SQ.xt=.3t3' J =4"SQ.xt=.188" K =4'S .xt=.250' = t. 3,0' 08 1.0 - SQUARE STEEL POST ASTM A500 GRADE B 2 FLANGES 2 1/8' APART BASE FLARES TO 3'WIDE EA. 81DE OF FLANGES 1-7/16.0 HOLE & 2-318" HOLES TYP. EA. SIDE r-- (4rSDS 25412 3"x 8" ALUM. RAFT. BRACKET 3"x 8" ALUM. HEADER HEADER BRACKET n DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LryE I,Ogp" T{ CO ER EM AS MFG. B UIPMOERN0186 DATE: 4/2812011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENDINEERINO COLUMN / 10, 20 8 30 pet DURALUM PRODUCTS, INC. SCALE: NONE pOSTTWE9 HORIZ WIND" 6288 ALPINE AVE., SACRAMENTO, CA 06828 REVISED BY: RANCHO CUCAMONOA, CA (661) 741-2107 80, 100 8 110 MPH (816)462.702t FAX403.1519 s"lee®dumk=com SHEET S OF 33 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1,60" WALL FASTENERS 078 2.740" 06 SEE TABLE 300` lJ.7!5r .833' 4" 01 "x90 .25"R DIA, 814SMS@PANEL =LOCKS OR 88 SMST .060".563" AT EA. CONTACT(V {.j .281" WALL FASTENERSm 20 SEE TABLE ��ENERS ALUM,ALLOY CONTINUOUS A. RAIL TABLE 6063-TBROOF PANEL (WHERE OCCUR9) 06 ai AL 6063-T6 Y APPROVEOT L ALUM.ALLOY INSUL. ROOF PANEL 814 SMS ®EA. CONTACT 8083-T6 ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER OC 1 FASTENERS, SEE TABLE �TABLE ANGLE R.F. OR EXT. HANGER S CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X OR-/ 3x ALUM. RAFTER 1I d FASCIA BOARD--JEXIST. EAVES, RAFTER ALLOWABLE PROJ. _ EXISTING EAV SEE TABLE BELOW OVERHANG (24' MAX.) EXISTING EAVE CONNECTION O2 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=10 LL=20 LL=30 LL=10 LL=20 LL=: 90 A B B C 0 D E E F 100 A B B C D I D E E F 110 A B B C D D E E F 18'-8" DESCRIPTION OF LAG SCREW SEE NOTE BELOW 2'-0" 14'-0" 12'-8" A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX. woZ B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. Fa C=SDS25412 AT EACH STUD, 16" O.C. MAX. W W o. D=3/8"P1 x 4" LAG SCREW AT EACH STUD LLw "E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 19'-11" 'F=3/8"0 X 1 118" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 14'-8" "HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 EXIST. RAFTER ' I ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG(L) LL=10 LL=20 LL=30 2"x 4"V-6" OR "x 6"11-6" 2"x NOTCHED 18" O.C. 181-8" 18'-8" 14'-2" 2'-0" 14'-0" 12'-8" ' -7"2FULL 9' -7- 24" O.C. 12'-5" 11'-8" 8'-10" 2,-0" 9'-4" 7'-4" 5'-7" 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. T-17 19'-11" 19'-4" 14'-8" 2"x8" FULL OR 2"x1O" NOTCHED 24" O.C. 2'-0" 31'-11" 31'-11" 25'-0" NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf EXISTING LUMBER AT OVERHANG: #20 DF -L. 1 INCH MAXIMUM NOTCH AT WALL. THE INSTALLATION OF LAG SCREWS 6 WOOD SCREWS ARE REQUIRED BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (ND 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SD TO BE IN ACCORDANCE WITH THE LATEST ICC ES EVALUAT , 10# L.L.-(2)#14 SMS EA. SIDE 20#/3O#LL.-(2)#14 SMS EA. SIDE U -BRACKET 1 114" 314" OR 1 112" T 2'x6112"OR 5` MIN. 3" x 6'43ALUM. RAFTER /4" OR 1 1/2" 4 SMS T&B AT 12" O.C. '3/18" STEEL 114"0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE TO DRAIN ' I FOR SPAN SEE ALLOWABLE LIVE LOAD o A O ERSYSTEM AS MFG. BY: DECKIRAFTER SPAN TABLE DATE: 4raMO11 SCALE NONE EXISTING W000 STUD FRAMING EAVE LENG DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95626 LEDGER RANCH ".-0A.($y;,74t 107 ATTACHMENTS 2 EACH 1/4"0 x 3-1/2' LAG SCREWSL.L.=10 psf (9/8)452-7021 FAX 403.1619 eales(�dursNmcom SHEET B OF 33 2 EACH 711WO x 3-12' LAG SCREWS L.L.=20 AND 30 psf /4' (2" MIN. PENETRATION INTO 7�t RINE, EXISTING WOOD STUD) -s % NOTE: USE LEDGERWHERE RAFTER SPACING XCEEDS EXISTING STUD SPACING PLACE "SIKH FLEX' OMAY �'9 SE-1 RTHOMAS �EE TE: BRACKET BE MOUNTED ®FOR ATTACHMENTNOTE: I. �.MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER W/ SHINGLE ROOFING CAMPBELL ' 0 TO PROVIDE SEAL SAME CONNECTIONS. RAFTER TO WALL CONNECTION 3O BRACKET CONNECTION m� 4O DRAWN BY: E.N. SIGNOW TOM A IT� I�N�,Cy. HANGER CHANNEL LIVE LOAD o A O ERSYSTEM AS MFG. BY: IAPMOER#0195 DATE: 4raMO11 SCALE NONE COMMERCANCH ST(iUCTURAI'Y"' ANDBRACKETHOR2WIND- i 10, 20630 psf 190,1006110 DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: RANCH ".-0A.($y;,74t 107 ATTACHMENTS MPH (9/8)452-7021 FAX 403.1619 eales(�dursNmcom SHEET B OF 33 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 9• SQ. % 5/8' B. C, D. F, G, 8 H FREESTANDING BASE PLATE ANCHOR ALUM."TIMCKET USE WITH ANCHOR BOLTS (SIZE 8 TYPE) 9'X91L fi/B• (4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS STEEL PER I.C.C. ESW1917 OR EQUAL (4 314' EMBEDMENT DEPTH) 'i' BRACKET NAND CUCAMORESIDENNGAIAL RANCHO CUCAA40NGA CA (951) 741-2107 I POST TYPE B.C.D. OR E HORIL WIND 90, 100 d 110 MPH 8299 ALPINE AVE., SACRAMENTO, CA 95028 FAX40&1519 sslssgdural m.com POST ONLY: 3'SQ. POST WI BTEEL.'T'BRACKET USE WITH POST TYPE B.C,D,E,F,O.H,J OR K USE USE POST TYPE F. G. H. J OR K (3 8'0 BOLTS FOR POST TYPE J 3'SQ. POST (2}4112 SMS EA. SIDE OF POST OR S• B0. POST M.Ti�B�eR�ACKET• 4 5' 1/4'M .B. THROUGH KWI�290L79 ORLLii $TEEL'i'BRACKET i DEPTH (211PPO BOLTS 18•INSERT POST USE (2) 9 8 OHLLTI MMK O R FOOTING OR R ALL OTHER CONDITIONS 411 % •188' (2}1/4.0 POWERS WEDGE- SEE NOTES BELOW BOL OR EQUAL 12' MIN. EMBD. ASTM A36 BOLTS+.LOR EQUAL. EACH 2 i'i EMBEDMENT DEPTH �; STEEL BRACKCI TO SLAB. MINIMUM DISTANCE TO FOR KWIK BOLTS) ' �� I ? T.O.C. EDGE OF SLAB - 4" OR ; " ' r u, �- TO CRACK - 10' , G ; �` ASTM A572 STEEL (1 Y4 MIN. EMBEDMENT) a �• •„ • •. DEI ITH a • (1 it2'OMLIONG.B. . • to 3/18' •L,' �4 SLAB SHALL BE IN p POURED CONCRETE OM END ,w• •~' t• ' GOOD CONDITION FOOTIN09EE NOTE OF POST 1 j:.L� :::: z 3" SQ. PORT (BTL.) - -� 31/2•MIN. FOR SIZE SEE IF POURED SQUARE SEEFT13. RR FLUTED SQ POST (STL) OR SCHEDULE QU CONCRETESCHEDULEINBEAM NSERT INSERT- M BEAM SPAN TABLE IN FOOTING SPAN TABLE PL.5/87HK, ' ! 8 SQ INTO FOOTING 9 EXISTING SLAB 3' SQ. POSTS TO CONC. FOOTING 11PY a• 11n• NOTES: 1. DO NOT USE ALUM. T ATTACHED BRACKET WITH 3X8 BEAM ATTACHED ONLY W/I-BEAM MAG BEAM, a• OR ALTERNATE FTG. FOOTING & ANCHOR BOLTS 7•IBEAMS' 2. POST TYPE E CUBE SIZE SQ. 18• DEEP •CUBE FTG. FOOTING SIZE SINGLE POSTS INSTALL WASHER PLATE. 18" 18" SQ. 12• BOLTS EMBED' 2' X i6' X S X.' AT • STEEL T BRACKET, 20" 21" SO" 12° 23' S 24• CUBE (2)-1/2.0 3 114' 3. POST TYPE F 22" 25• SQ. 16' 25'- 30• CUBE (4}1/2'O 31l4• DO NOT USE STEEL T 24• 2B• SQ. 20" BRACKET W17'1 -BEAM. 26" 32* SO. 23" 31'-34"CUBE (4)-5/8.0 4- 28* 35" SQ. 25• NONE ,R 3S•-3B`CUBE (4}3/4'O 43/4" �(� 30• 39' SO. 28' E �) 32" 43' SQ. 30° 40'-42'CUBE (4}314.0 43/4" ^ >�� • .. 4 ... ��s r• 34' 47" SQ. 32' THOMAS I, NOTES: BOLTS SHALL BE HILTI KWX BOLT TZ STAINLESS STEEL 1 f 36' 51 • SQ. �• I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 4 �A �Ea 4 4 38' 55" SQ. 37' 40' 60" SQ. 39' ti• i 42" 64' SQ. 41' ' I IL 4 %+ i 44' 69' SQ. 43' • •' • CUBE FOOTING Wl4• SLAB 1'A, hhh NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED WELDED STEEL BASE PLATE (1 0) TOM CAMPBELIL & ASSOCIATES, INC. BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9 9• SQ. % 5/8' B. C, D. F, G, 8 H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE) 9'X91L fi/B• (4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS STEEL PER I.C.C. ESW1917 OR EQUAL (4 314' EMBEDMENT DEPTH) DRAWNSY:EN. TOM CAMPBELIL & ASSOCIATES, INC. COLUMN LIVELOAD. P OCOVER YS G. : IAPMO ERM 0195 OATE:4n8/2ott SCALE: NONE COMMERCIALRSTRUCTURAL ENGINEERING SURFACE MOUNT 10.20&30psf 1 1(6161462-7021 DURALUMPRODUCTS, INC. REVISED BY: NAND CUCAMORESIDENNGAIAL RANCHO CUCAA40NGA CA (951) 741-2107 AND EMBEDMENT HORIL WIND 90, 100 d 110 MPH 8299 ALPINE AVE., SACRAMENTO, CA 95028 FAX40&1519 sslssgdural m.com SHEET 100F 33 HEADER BEAM TYPES & ATTACHMENT DETAILS 1,52"F1.7_ " GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" �SQ. 2.00" SPLICE WHERE --�1 •01 9" OCCURS SPLICE WHERE SPLICE WHERE OCCURS OCCURS 4.8• XTS, co 2.57" 4.s• TYR 14"R „ 2.19" 2.04• 055" TYR 2.04• TVP. 2.08" oes• m.j —�- 11;5 28.. 9 " .0000• 3.0 z.r ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY��Z11\\�� ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6083-T6 ,M ill 6063-T6 ALLOY „004 H38 O 6063-T6 O �S • T4 1 O O 6.5 ROLLFORMED 4.5' GUTTER MAG. G fit.••' .'9a. MAG BEAM 3" SQ. STEEL BEAM THOMAS 1 •. a" Q �� 1�. CAMPB, L 3.0" 3„ I 4 4`A"• s3�� J m Mme. 2" s.e• D.3i'�f40 nI IVfL �0j, � �� j� SPLICE 4° SPLICE Fai 1 ��{ ' �. 2 a —•-- .042" WHERE WHERE 7C OccuRe 070" OCCURS / 3 — .032" 8.0" TYp ,110" / 4 TYR f ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 J_ ALUM. ALLOY O AL6063-T80Y O ALUM. ALLOY 3004 H38 OR EQUAL J OR EQUAL O 6063 -To � 4" I -BEAM 7" I -BEAM G 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K MAX.,"� 3" � s• � M�.� 9" j� g" X042" X042" T • 14 GA 8" 7.8 5" ASTM A653 GRADE 5o8:656° ALUM. ALLOY6053-TO ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H38 OR EQUAL OR EQUAL II " 375" ALUM. ALLOY 3004•H38 O 2.875" OR EQUAL M DBL. 3 x 8 BEAM C. O3 O 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM W/ DBL: 3 x 8 STL. INSERT STEEL INSERT SPLICE / INSERT DRAWN BY: E.N. TOM CAMPBELL a ASSOCIATES, INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. BY: IAPMOERH019S DATE:4r28k011 CommERCIALANDRESIDENTIALSTRUCTURALENGINEERWO 6EAMTYPES 10, 20 a3opaf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: RANCHO CUCAMONOA CA (8811711-2107 HORIL WIND • B0. OO a 110 MPH 8288 ALPINE AVE., SACRAMENTO, CA 85520 (918) 452-7021 FAX 403.1518 ealee®dumtumwm SHEET 11 OF 33 E 10# L.L. 100 -MPH FREESTAND-&.ATTACH ED-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 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" �jO,1P1EE14 `sr�)� �THOMASI. CAMP ELL A -xp-Izi g : m m ; t IL . FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT 7 DBL. 3"x8" BEAM LIVE LOAD' PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. OR 3"x8"BEAM _ EACH w/ A 3"x8" STL. INSERT a COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOMEERINO FREEBTANDINO AND ATTACHED 70, 20 830 pal HORIZ WIND I—� m MAX.COL. MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST 1FREESTAND 'ATT. FREESTAND ATTACHED MAX.POST iE 5 ❑ m �$ SPACING ON SLAB* SPACING (SPAN) SPACING FTG. (SPAN) SPACING SPACING FTG. MIN MIN. SPACING , MIN. SPACING MIN. MIN. FTG. FOR DBL FOR 3- x B^ FTG. FTG. (SPAN) FTG. FTG. FTG' FTG' 3 FTG' MIN (IN.) POST TYPE ({N') POST POST ` POST (SPAN) POST POST (IN.) TYPE (INJ .2'x8.5'x032' BEAM (1N.) TYPE (IN.)' (INJ TYPE (IN.) ( (IN.) TYPE (IN') TYPE 4 17 -0 " 12'-0" 30 G 15 19'-7" 34 G 17 13'-4" 13-10" 31 G 16 25'-5" 37 G 19 36'-0" 40 G 21 B 4' 11'-6" 96 18' 6" 19 11'-0" 13'-1". 17 .24'-0" 21 34'-0" 24 5' 13'-7" 11'-2" " 30 G 15 17' s" ^ 33 G 18 11'-11 ^ 12'-5^ 31 G 16 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 6' 11'-4" 29 G 16 16'-0" 33 G 19 10'-10" 11'-4" 31) G 17 20'-9" 35 G 20 29'-4" 38 G 23 B , 6 10'-1" 18 15'-1" 21 9'-0" 10'-8" 19 19'-7" 23 27-9" 26 E 7, g, 8" 29 G 17 14'-10" 32 G 19 10'-1" 10'-s" 2g G 17 19'-3" 34 G 21 27'-2" 38 G 23 B 7' 9'-7" 19 14'-0" 21 8'-4" 9'-11" 19 18 2. 23 25',8" 26 E 8' 8'-6" 9' 6" 2S G 17 13' -IT ---31 G 20 9'-5" 9'-9" 29 G 17 18'-0" 34 G 21 2,5'-5" 37• G 24 B , 8 9'-2" 19 13'-1" 22 7'-9" 9'-3" 19 17'-0" 24 24'0" 27 E 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" 36 G 24 E 9' 8'-10^ 20 12'-4" 22 7'-a 8'-9' " 20 16'-0 " 24 22'-8 27 F 10' 6'-9" 8'-10" 29 G 18 12'-5" 31 G 20 8'-5" 8'-9" 29 G 18 16'-1" 33 G 22 22'-9" 36 G 25 E 10' 8'-6" 20 11'-8" 23 7'-0" 8'-3" 20 15'-2 ^ 25 21 6 " 28 F 11' 6'-2" 8'7" 30 H 1 20 i 1 -111 30 H 2123 8 -o^ a -4 30 H 1821 15-4- 32 H 2 2s 21 35 H 2528 E 11' ^ 2" s'-8^ 7'-11„ 14' 6" �,-6., F 12' S'-8" 8.317'-9" 30 H 1 21 11'-410'-8^ 30 H 2123 7.8" 8-0" 30 H 1 32 H 2326 20'-99,7„ 35 H 2629 E 12' 6�" 7'-7" 21 13'-10^ F 13' 5'-2" 7'-117 31. H 1921 10 -10'0,-3^ 31 H 2124 7 -6" 7'-8" 31 (-�j 1921 14'-131 32 H 2326 19''1 3b H14" 2x29 E 13' s" s -1 " 7 -3" a =10" F 14' 4'-10" 7'-7" 32 H 19 10'-6" 32 H 21 T-0". 7'-5" 32 H 19 3'-7" 32 H 23 19 3" 34 H 26 E" , 7'-2" 21 9'-11" 24 5'-11" 7'-0" 21 12'-10" 26 18' 2^ 2914 15' 4'-6" 7 -46'-11" 32 H 1 22 10,-1 "9,-6^ 32 H 2224 6'-8" 7 -2 32 H 1 13 32 H 2x27186'-7"_ 34 H 2730 5 $ g, 9„ 22 12'-5„ 1�_6" * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE* FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT.10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" �jO,1P1EE14 `sr�)� �THOMASI. CAMP ELL A -xp-Izi g : m m ; t IL . FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. POST SPA SPACING TABLE LIVE LOAD' PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. IAPMO ERN 0185 DATE: 4/182011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOMEERINO FREEBTANDINO AND ATTACHED 70, 20 830 pal HORIZ WIND 8288 ALPINE AVE. SACRAMENTO, CA 95828 i(916)462 REVISED BY: RANCHO CUCAMONOA CA (981) 741.2107 10 N LL. 100 MPH 90. 100 8110 MPH -702i FAX 403.181 B "eles@durelu".00m SHEET 27 OF 33 909 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 8° EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" THOMAS I. ••.F s WI L *1, mL O• FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ORA BY: E.N. 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINS ERT DBL. 3"x8" BEAM LATTICE } PA O CO ER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT } 5 MAX COL. FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREE3TAND FREESTAND -ATT. FREESTAND ATTACHED MAX.POST MAX.P03T MAX,POgT 5p DURALUM PRODUCTS, INC. SPACING ON SLAB * SPACING SPACING SPACING SPACING FTG • FrG' (SPAN) FTG' FTG. FOR DBL. FOR 3' x 8' FTG. FTG.FTG' FTG FTG' M10% m RANCHO CUCAMONOA, CA (951) 741.2107 AND ATucHEo 10NL.L 90MPH (SPAN) jFrG. POST (IN.) (IN.) POST POST POST (SPAN) POST (IN.) (IN,) 2'x85'x032' BEAM (IN.) (IN.) .TYPE ON.) (IN.) (IN') ;26'10" 8269 ALPINE AVE., BACAAMENTO, CA 86826 FAX403-1616 ssbs®dumlumaom SHEET 28 OF 33 TYPE TYPE TYPE TYPE TYPE d' 17'-0" 12'-11,-9„ 29 G 141.6 20'-019,-1„ 33 (� 1818 14'-0;3'-4^ 14'-2;3�-8° 30 G 35 G 18 36' 35'-1" 39 G 20 B 4' 0 3 5' 13'-7" 11'-4", 28 (� 14 17'-1 ", " 32 (� 17 12'-6^ , . 12'-B" 29 G 15 23',3„ 34 (� 18 32'-1 " 37 G 21 B 51 10 -11 „ 16 17 -1 19 11-11 12'-1" , " 17 22 -2 21 31-4° 24 E $ „ 11-4 10'-8" 28 G 15 16'-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 1s'-7" 20 10'-11" 11'-0° 1B 20'-3° 22 2a'-9^ 2a E 7 9°-8 „ 10'-11, 27 G 15 15'-2" 31 G 18 !0'-7" 101-8" 28 G 16 19'-8"� 33 G 20 27'-10" 36 G 22 B 7, 9'-9" 18 14'-5" 20 io'-1" 10'-2° 18 18 -9 22 28 -8' 25 E $ 89-61 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 1 8 9,4„ 18 13'-6" 21 9'-5" 9'-6" 18 17'-6" 23 24'-10 25 E 9' 71-7„ 9'-3" 27 G 16 13'-0" 30 G 19 9'-4" 9' 5^ 27 G 17 17'-4" 32 G 20 24'-6" 35 G 23 E 91 9'-0" 19 12'-9" 21 8'-11" 9'-0" 19 16'-6" 23 23'-5" 28 F 10' 6'-9" 9-0" 27 G 17 12'-8" " 29 (� 19 8'-10" 8'-11" 27 G 17 16'-5"�- 31 G 21 23'-3" 34 G 23 E 10' , " 8 -8 19 12'-1 21 8 -5 8'-8 " 19 15 8 �- ° 24 22 2 26 F 11' 6'-2" 8'-8"8,-4., 28 (� 1719 12'-1 29 G 1 22 6'_5^ 8 -81 28 (j 1719 15 31 G 2124 22� 34 (j 24 27 11' 1-6• 8'-1" 8'-2" 4'-11 21'-2" F 12' 5'-8" 8151. -8,_0„ 29 (� 1720 11'-7� 29 G 1 22 8-1" a- 2" 29 (7 1 20 5�4," 31 G 2124 21, 33 G 2427ME 1,-0^ 7'-9^ 7,-9" 20'-3" 13' 5'-2" 8'-1 ° 29 H 1 a t r-1 ° 29 H 20 7'-9" 7'-10" 29 H 1 a 4'-5" 30 H 22 20'-5^ 33 H 24 7'-8" 20 10'-7" 22 7'-2° 7'-8" 20 13'-9" 25 19'-5° 28 14' d'-10" 7'-9"7,-5„ 30 H 1 1--10,-2" 30 H 2 7 �" 7--7" 30 H 1 3 30 H 225 9 -6 33 H 25 20 23 8'-B" 7 -3" 20 13'-3" 8'-9" 8d'-6" 7' 6"7,-2„ 31 H 1 21 10-49'-10" 31 H 2 23 6'-10^'^ 7'-4^ 31 H 1 13 31 H 225 19 32 H 228 " 20 2'-10" 8'-1° * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 8° EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING FOOTNOTE: 'SAMPLE" THOMAS I. ••.F s WI L *1, mL O• FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ORA BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE LIVE LOAD . PA O CO ER SYSTEM AS MFG. BY: IAPMO ERq 019b DATE:1126/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20890 psl I(QiS)462-7021 DURALUM PRODUCTS, INC. SCALE:NONE REVISED BY: RANCHO CUCAMONOA, CA (951) 741.2107 AND ATucHEo 10NL.L 90MPH HORQ. WIND 90,1008110 MPH 8269 ALPINE AVE., BACAAMENTO, CA 86826 FAX403-1616 ssbs®dumlumaom SHEET 28 OF 33