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10-0975 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: r-10-00000975 I Property Address: 78471" CALLE HUERTA APN: 646-182-014- - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 4349 Applicant: Architect or Engineer:. �Ja BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: SCHMIDT JAMES M 78-471 CALLE HUERTA LA QUINTA, CA 92253 Contractor: LA QUINTA PATIO COMPANY 40133 CALLE LOMA ENTRADA BERMUDA DUNES, CA 92203 (760) 574 - 1043 Lic. No.: 44937.9 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/22/10 D a p -- S`P.0122010 r !: Cj►'l (' �!i1lEii�fC:�t3~ ti ------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and ProfessionAs Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided L[c se Class: C51icens No 44 9 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is 9q� Date: I'R' {i ontractor: 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 OWNER -BUILDER DECLA ON insurance carrier and policy number are: - I hereby affirm under penalty of perjury that I am exempt from the Contract 's State License Law for the Carrier EXEMPT Policy Number EXEMPT following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the worker ' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject t the workers' pensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Cod1 shall forth th pl h th a pr visions. 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).: te: % O plicant: ' (_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO ERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND ' and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, 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 contractorW licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued [Sec. 3097, Civ. C.). Lender's Name: Lender's Address: M LQPERMIT y 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 ply with all city and county ordinances and state laws relating to buildin construction, and her y au rize esentatives of�this court y to a ter upo the above-mentioned property or n ion purp s Date: gnature (Applicant or Agent): LQPERMIT Application Number . . . . . 10-00000975 Permit . . . PATIO COVER PERMIT Additional desc . . Permit.Fee . . . . 72.00 Plan Check Fee 46:80 Issue Date . . . . Valuation . . . . 4349 Expiration Date 3/21/11 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 ------=------------------------=-------------------------------------------- Special Notes and Comments 327 S.F. ALUMAWOOD SOLID SHADE STRUCTURE OVER A PORTION OF BACK COURTYARD. 2007 CODES. ------------------------ ------------------------------------------- Other Fees . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited -------------------- Due ------------------------------------- Permit Fee Total 72.00 .00 .00 72.00 Plan Check Total 46.80 .00 .00 46.80 Other Fee Total 1.50 .00 .00 1.50 Grand Total 120.30 .00 .00 120.30 LQPERMIT Bina City of La Quinta Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico Permit # ^� La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: 745-Y71 C 4"-Z UEE:�Z //4 Owner's Name: Z /-}M j�-:S sc.Hm i )> F Address: —7-K`1 7 C ,4LL U a yZT� " A. P. Number: City, ST, Zip: ) f'f (, 4_J-rA- G,+ zz5- Legal Description: Contractor: L �• U(�V r8'f ��T l � �C - Telephone: � f - Address: 40 - ( 3 3 C4 LL (� l -o M A E N rJ�t4'DA Project Description: /'I- Address: Zip: I O C a O S� >_l� �� D 5 TR VCI�O City, ST, /U Telephone: 7 - 5:-- U`{ 3 State Lic. # : `� 91 3 7 '1 Ciry Lic. #: 99 / /p S Arch., Engr., Designer: Address: City, ST, Zip: Construction Type: Occupancy: Telephone: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: `f R- O LL � Sq. Ft.: 3oi7 � #Stories: # Units - Name of Contact Person: A- Name / -7(..o_,5-7q— / O � 3 Estimated Value of Project. Telephone # of Contact Person: APPLICANT: DO NOT WRITE BELOW THIS LINE PERMI.1' FEES TRACKING. # Submittal Req'd Recd Amount Item Plan Check submitted Plan Sets plan Check Deposit Reviewed, ready for corrections Structural Calcs. Plan Check Balance Called Contact Person Truss Cates. Construction Energy Cales. Plans picked up Mechanical Flood plain plan Plans resubmitted Electrical 2" Review, ready for corrections/issue Grading plan Plumbing Subcoatactor List Called Contact Person S.M.I. Plans picked up Grant Deed Grading H.O.A. Approval Plans resubmitted Developer Impact Fee Review, ready for corrections/issue IN HOUSE:- A.1.P.P. Planning Approval Called Contact Person Date of permit issue Pub. Wks. Appr School Fees 'Ibtal Permit 1,ecs September 15, 2010 City of La Quinta, On behalf of the Casitas One Homeowners Association, in accordance with City compliance, we approve the replacement of the patio roof at the Schmidt residence at 78471 Calle Huerta. Casitas One Board of Directors: David Sedgwick Bev Montgomery Laura Schmidt TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering 5331 Galloway Street, Alta Loma, CA 91701 (951) 741-2107 April 19, 2010 Building Official Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Covers Design Parameters This letter affirms that the Duralum Products, Inc. patio covers, installed at the site address noted below, with solid roof panels or lattice purlins, as cited in the attached standard plans identified as Job No. GF07-0674 and containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2006 International Building Code, 2006 International Residential Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other Structures) and the 2005 Aluminum Design Manual, ADM -05. The standard plans accompanying this letter must properly identify all site-specific information necessary -for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio. cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ticampbell(aD-charter.net should you require additional information. r�4ssrQ � �4 _c.1• CAn�9l. Sincerely, LU ~ N0.37948 Exp. 3/3'11'11 Tom Campbell, PEm�gTF0 F1 A�Fo`��'\� Site Information Owner's Name Address %° 4/7 City/Town `�� Qyr ^,tr4 State PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1.LTHE�DESIGN COMPLIES,WITH.THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL'CODE, 2007 CALIFORNIA'BUILDING CODE, -- ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS'AND OTHER STRUCTURES AND THE 2000 8 2005 ALUMINUM MANUAL-ADM,1700 8 1-05, RESPECTIVELY. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.I 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. 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. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC 8 IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 8 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. 28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED. NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED 2010 DESIGN LOAD-: 11. RESIDENTIAL APPLICATIONS - CBC 8 IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES 8 AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 8 1605.3.2. ROOF LIVE LOADS: 20 POUNDS RE SNOW LOADS: GROUND: 30 POUT ROOF: (SNOW SLIDING AND DR[ WIND LOADS: 90 MILES PER ... F 100 MILES PER HOU 110 MILES PER HdU L SEISMIC LOADS: SITE CLASSIFICA PER EXPOSURES B AND C. LA QUINTA SAFETY DEPT. zOPE OF THIS -REPORT). STRUCTION ��y 1614 DRAWN BY: K.1 TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD a PATIO COVER SYSTEM AS MFG. BY: DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 REVISED BY' K.K. 8 D.P. Rn 1nnA71n MPH MIR1 AR7-7n7i FAY Ant19iR calacldldnro6,m rnm ATTACHMENT CHANNEL SEE DETAILS MIN. 0.25" SLOPE PER FOOTING WHERE REQUIRED Q P G WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE O� EDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT Is to Z CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWI �WN.No. r37 48 JUL 15 2010 �,. .—...... .�-.-..-.. .�.� .. ALUMINUM ' NOF ROOF PANEL O.H STRUCTURE VA SEE SCHEDULE FOR SPANS ( MAY NOT 0. S 8E ENCLOSED ) "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SOLID PANEL TYPES ATTACHMENT CH_ANNE �E /'OSTSPgC/ OPTIONAL: CANT E SQ. POSTS, SIZE VARIES ALUMINUM SEE DETAIL ROOF PANEL A/Vt) OFSTRUCT THE PROJECT,ON S ALUMINUM ROOF PANEL SEE F OF SPA SCHEDULE RCSEDULE PANS �0. SPAN jFV&OAR/EsSEE O ALTERNATE: FOR "0.H " NOT TO EXCEED 25% OF SPAN j SINGLE POST BEAM "O.H." NOT TO EXCEED 25% OF SPAN � 1 SEE DETAIL FOR SPLICEJ SCHEDULE NOTE 0 SPLICE AT so. SQ. P STS. SIZE VARIES / /'OST SP OPTIONAL: CANTILEVER BEAM v m m v SEE DETAIL FOR SPLICE – SQ. POSTS, SIZE VARIES SEE SCHECUI S SE POST SCH8 ACINGDULE FOR = SO. POSTS, SIZE VARIES 0 H 3 12" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: zs% OF SPAN 3 22 / � 3 1/2" SLAB ATTACHMENT MAY USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' SINGLE POST SEE SCHEDULE f / PERMITTED TED. SEE SCHEDULE MAX. HT.= 12' ' ' O NOTE: NO SPLICE AT THIS POST AND A END BAYS.: �O C, i • C M ATTACHMENT CHANNEL SEE DETAILS MIN. 0.25" SLOPE PER FOOTING WHERE REQUIRED Q P G WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE O� EDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT Is to Z CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWI �WN.No. r37 48 JUL 15 2010 �,. .—...... .�-.-..-.. .�.� .. ALUMINUM ' NOF ROOF PANEL O.H STRUCTURE VA SEE SCHEDULE FOR SPANS ( MAY NOT 0. S 8E ENCLOSED ) "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE ROOF PANEL MI . .2 LOPE PER FT SEE SCHEDULE /'OSTSPgC/ OPTIONAL: CANT E SQ. POSTS, SIZE VARIES SEE S /yG CHEO(/�ES SEE SCHEDULE FOR "O.H." NO 0 EX ED 25% SPA POST SPACIN OF SPA O•H. 3 12" SLAB MAY BE USED ALTERNATE: 1585 OFSpgN TO CONSTRAIN SINGLE POST BEAM FOOTING, SEE SEE SCHEDULE SCHEDULE NOTE 0 SPLICE AT so. SQ. P STS. SIZE VARIES OST D AT END BAYS.IS FOOTING WHERE REQUIRED / SEE SCHEDULE FOR FOOTING CUBE SIZE ALUMINUM ROOF PANEL MI . .2 LOPE PER FT SEE SCHEDULE UVE LOAD = '\ FOR SPANS O.H DATE: 5/0512009 "O.H." NO 0 EX ED 25% SPA 10, 20 8 30 psl OF SPA SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES SE DETAI OR SPLICE 8269 ALPINE AVE., SACRAMENTO, CA 95826 BEAM REVISED BY: K.K. 8 D.P. - SEES sr tAlAi ec7_7m1 FAX Ani151p ed.alTdnmh.m rnm so. SQ. P STS. SIZE VARIES Chi 12 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION 3 112 LAB MAV USED i0 C STRAIN FOO G, SEE ALTERNATE: SINGLE POST SEE SCHEDULE WHERE REQUIRED —/ IDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD IVl»I72. aw NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. (Mgyzi�NOTeEENCLOSE ) SEE SCHEDULE R PST SP ING F Ol°OF T f O SPLICE A THIS i DAT END BeYS. NOTE: EACH COMPO IS INTER- CHANGEABLE NY OTHER COMPON NLESS OTHERWISE SHOWN. ISPAN W/( ANTII F\/FR nPTI()N DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 [COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 90. 100 d 110 MPH tAlAi ec7_7m1 FAX Ani151p ed.alTdnmh.m rnm SHEET 2 OF 30 RAFTER, SEE TABLE FOR SIZE AND SPRUNG MAX. PROD. SEE SCHEDULE MAX. O.M. L_ 25%0F 6PAN D• SEE LENGTH OF STRUCTURE VARIES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER SCALE:NTS RAFTER, SEE TABLE FOR SIZE AND SPACING - MAX. O.H. O.H�j 25% OFSPAN HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES EXISTING BVkO \INC NOT THIS OPEN LATTICE -TYPE STRUCTURE PROD. MAY NOT BE ENCLOSED OR COVERED. MAX,SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACINO HEIGHT OST VWTH SIDE- \ PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES 3 1/2SLAB ATTACHMENT aOST MAYBE USED WHERE ERMITTED. JULU 15 7010 SFFT Spq '9B�FC/N SEE SCHEDULE \ FOOTING WHERE REQUIRED,OF ES CH COMPONENT IS INTER - SEE SCHED. FOR FOOTING BLE WITH ANY OTHER NT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN E ENCLOSED R C MAY NOT BE ENCLOSED OR C WTTI/`C CTCI I(`TI I � d � 2 nc "ru n•rTwI-ur NOTE: THIS OPEN LATTICE -TYPE MAY NOT BE ENCLOSED f No.3 a'+0 ."n-381111 MAX. O.H. 5% OF SW HEIGHT MAX. PROJ. SEE SCHEDULE - POST WITH SIDE- PLATES SEE TAIL 312' SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SEE POST DETAIy LENGTH OF STRUCTURE VARIES PATIO COVER SYSTEM AS MFG. BY: SF6T,yB 9C/,W, COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE I.20 8 30p DURALUM PRODUCTS, INC. / (F G STRUCTURES HORIZ. WIND= llAlA%A57.7n7`I 8269 ALPINE AVE., SACRAMENTO, CA 95826 pOs POST CR SEE POST SSSECTIO , DE7 L NOTE: EACH COMPONENT IS INTER- PpS MAY B USED s�ST �<gp/N CHANGEABLE WITH ANY OTHER sFF T T�<F TO CONSTRAIN B G 3 112 sLAB COMPONTENT UNLESS OTHERWISE SHOWN. IW I EE NOTE: DosT TOCONUS RAIN scrOiEDULE EACH COMPONENT IS INTER- sFFT spgp SEE OPEN LATT�ICE.TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SC SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.<E N • SCALE: N SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIREDis SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD . PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE I.20 8 30p DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY* K.K. 6 D.P RANCHO CUCAMONGA951.2107 , CA ()741 STRUCTURES HORIZ. WIND= llAlA%A57.7n7`I 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 90.1111) d 110 MPH FAX dn:Lisip SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C �� 'a .25" _ 35" 7 A Q� Ao- S15"I .67' 4O�c4 CA(R1BOp7.2.46" 1.70" •4AY 25' � F Z .125• 1.4a ao— ° .ao" 3s" No.37948 m3.00" 4.50" 4.50" 4.50" 4.50" 3.00" an^ . 24.00"1,21- 1.3-71 2.0*fis Q' 12- ALUM. ALLOY 3004-1-136 OR EQUAL Q Al I IAA AI I nv Annd-w tr nw rni lel 24" TRI --"V" PAN L.L.= (PSF) PANEL'T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .018 11,4" 10,-0„ 10•_0„ 9'-0" 9'-7„ 8'-8" SHEET 4 OF 30 .024 12,_10" 11'_7, 11,_7, 10'-4" 11'-o" 1o'-0" .032 14,_9„ 13'4" 13'-4„ 12.-0„ 12,_10" 11,_7, .040 21'-6" 21,-6" 21,-6„ 21'x" 21'-6„ 21'-6" 20 .018 9'-6" 9'-6" 9,4, 9.-G,. 9.8.1 9._6,. .024 10'_7" 10•_7" 10'-7" 10•4" 10•_7" 101_0•• .032 11•_8" 11•4• 11•4• 11'-8" 11'-8" 11,_7• 040 17,_9,• 17,_9„ 17•_9,• 17•_9„ 17,_9„ 17,_8„ 30 .018 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 7,-9" .024 9._0. 91-0., 9._0.1 9.-01, 9._0.1 91_0., .032 10'-2" 10•_2" 10'-2" 10'-2" 10•_2•• 10•_2" .040 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 12" x 3 1/2" W PANEL L.L.= (PSF) PANEL'T' (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .020 15,_1„ .15,_1„ 15,_1„ 1514" 15,_1„ 15,_1" SHEET 4 OF 30 .024 16'-7' 16,_7, 16,_7, 16,_7„ 16,_7„ 16,_7„ .032 19,_3„ 19'_3„ 19'-3" 19,_3„ 19,_3„ 19,_3" .040 21'-6" 21,-6" 21,-6„ 21'x" 21'-6„ 21'-6" 20 .020 12',6" 12'-6" 12'-5" 12'-6" 12'-6" 12'-6" .024 13,_8•, 13'-8•, 13'-B" 13'_8„ 13'-8" 13,_8•• .032 15'_10" 15'-10" 15'-10" 15'_10•, 15,_10•, 15,_10•, 040 17,_9,• 17,_9„ 17•_9,• 17•_9„ 17,_9„ 17,_8„ 30 .020 11 _5„ 11 _5 11 _5„ 11 _5„ 11,_5•, 11 _5 .024 12•_7, 12,_7• 12,_7• 12,_7•• 12,_7• 12,_7•• .032 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" .040 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5!05 NE SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10, 20 6 30 p. DURALUM PRODUCTS, INC. jfAlAlA52-7n7i REVISED BY: K.K 8 D.P. RANCHO CUCAMONGA, CA (B51) 74t-2107 HORIZ. WIND = 90. 100 8 110 MPH 8269 ALPINE AVE, SACRAMENTO, CA 95826 SHEET 4 OF 30 GAX dn7.lElp anlneR.A..ral.un r."". -PANEL `SPANS -FOR COMMERCIAL & PATIOS fSOLID (IN.) 90/100/110 MPH EXPOSURE B & C 0�� 'D .018 L30# .020 ,^.77" .09R. (I.S.) N .67" 14'-2" .032 N .040 25" 20 ` M 77" .09R. (I.S.) 67" 11'-6" .032 ALL UNMARKED RADII .06R 040 p iv .020 9'_5" 25" CX 101-0" .032 11'-7" 2.5" _SEE ABLE BELOW 12'-11" N 45 - c�i ALL UNMARKED RADII.06R - TYP � 38" 2.5" _ SEE TABLE BELOW v .75" " .75" / / rLIGHT HEADER T(P" 36" N 7.25 ALUM. ALLOY 3004-H36 OR EQUAL ' a ND/ URE )600, 75" .75" 5.25" 8'x2 1/2" FLAT PANS L.L.=90.100 (PSF) (IN.) &110 y MPH SPAN L EXP.B & EXP.0 0�� 'D .018 L30# .020 13'-4" .024 14'-2" .032 16'-0" .040 18,4„ 20 .020 101-11" .024 11'-6" .032 13,4„ 040 15'-0" 30 .020 9'_5" .024 101-0" .032 11'-7" .040 12'-11" EXIST. WALL JUL 15 2010 } QA' F. _ 0 f �.. co M No. 37 r rn .xp. it,11 * T=.075"TY . 3" e' 1 ALUM. ALLOY 3004-H36 OR EQUAL ALLOWABLE SPANS L.L.= (PSF) 2" x 3" FAN BEAM 10# 21'-6" 10 17'-9" L30# 16'-3" EXIST. WALL V FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HANGER CHANNEL SEE SCHED. FAN BEAM -j HANGER HANNEL C_jL c- 3" FAN BEAM \ #12 S.M.S. SCREW \ #12 S.M.S. SCREW AT HANGER CHANNEL FAN BEAM ATTACHMENT AT HEADER FAN BEAM 3" .042"x3"x8" HEADER \#12 x 3 1/2" S.M.S. SCREW AT HEADER 6"x2 1/2" FLAT PAN L.L.= (PSF) ^r- (IN.) 90,100 &110 MPH SPAN EXP.B & EXP.0 10 .018 13,-0„ .020 14,_3„ .024 10, 20 6 30 sl P .032 .040 20'-2" 20 _020 11'-3" .024 12,_10„ .032 14'-10" 040 16'-4" 30 .020 101_91, .024 11'-9" .032 13'_8" .040 15,_2„ DRAWN BY: K.K DATE: SIOSr1009 TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BV: SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 6 10, 20 6 30 sl P DURAIUM PRODUCTS, INC. REVISED BY: K.K. 6 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 FAN BEAM HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 5 OF 30 70. 90 & 110 MPH rp1a1 d.'MM71 FAX dnx isiR .a�.�m�a,m ��... PANEL FASTENERS 24" 24" TRI --"V" PAN L.L.= PSF 90- MPH 100- MPH • 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. 12" x 3 1/2" W PANEL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 1 #14 S.M.S. 1 #14 S.M.S. 1 #14 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT i FRONT HEADER AND REAR LEDGER 90/100/110 MPH JUL 151010 NO.37948 '-It' .3/31/11 yz 'CIVI a� . EXPOSURE B & C 11 ' I L.L.= PSF-- —9D --MPH -100- MPH. x.-`__110- MPH 10 #1'4 S.M.S. #14 S.M.S._T #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. r E 6",/ 8"x2 1/2" FLAT PAN-W/(2)-V'S� [_30-1-#14 S.M.S; #14 S.M.S.-- --#14S.M.S _ _ DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5105/2009 .ODMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 d 70 psl DURALUM PRODUCTS, INC. • SCALE: NONE �� REVISED BY: K.K. d D.P RANCHO CUCAMONGA. CA (951) 741-2107 PANEL FASTENERS HORIZ. WINO a 90. 100 8 110 MPH 9269 ALPINE AVE.. SACRAMENTO, CA 95826 101ra d57-7(171 FAY SHEET 6 OF 30 df11.1F/P—I—phrt—him m RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C 6.5 2" ., 6.5" 3.0" 8.0" MAX.. 2" 024" .042" —� 032" .042" +_024" . ALUM. ALLOY 3004-H36 .032" ALUM. ALLOY 3004-H36 OR EQUAL OR EQUAL *SEE NOTE BELOW ALUM. ALLOY 3004-1-136 OR EQUAL SEE NOTE BELOW Zu 2 x 6 1/2" RAFTER ? DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER C C L.L.= "T' a 90, 100 8 110 MPH L.L.= "T' ci 90, 100 & 110 MPH (PSF) (IN.) w o EXPOSURE B 8 C (PSF) (IN.) uni L.L.= "T' �' 90 & 100 MPH 110 MPH o EXPOSURE B B C (PSF) (IN.) o EXP. B B C EXP. B EXP.0 .024 .024 16" 14'-11' 16" .042 21'_1' 16" 28,_5, 28,_5• 27'4" 24" 12,_2„ 10 24" 17'-2" 10 1 24" 23'-2" 23,_2" 22,-6„ 16" 20'-1" 16" 28--6" -T 10 .032 .032 24" 16,_5 24" 23,_3„ 042 16 24 10 024 16" 15,_3,• 042 16 20-6 20--6" 20--6-- 24" 20' 3" JUL 15 1010 20 24" 12,_5, 20 24" 16,_9„ 16-9., 16,_9„ .024 16" 101_101, .032 16" 20'-T' 'QApFESS/p' 24" 16'-10" 16" 14.-7,. q 16" 13,_9„ 18„ 18.-0„ 18,-0,. 18.-0„ 032 Q` Q` �A to .024 .042 20 24 11' 11" �� y� 30t2411' 2,.30 24" 15,_1„ 15,_1„ 15,_1„ 16" 18'-0"�m 18,-6"IT .042 24„ 14x„ uJ NO"37948 151Exp.3131111 16" .024 24" 7'-11" 16" 13'-1" 30 032 NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED 24" 10'-8" AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 16" 16'-2" .042 24" 13'-2" SPAN O.H. TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) O.H. 6 7 8 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 1 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 1 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 3 3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 4 4' — — — 9 9 10 10 11 11 12 12 13 13 14 14 5 5' — — — — — 11 11 12 12 13 13 14 14 15 15 1 SPAN O.H. DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. U LOAD = PATIO COVER SYSTEM AS MFG. BY: h TRIBUTARY TRIBUTARY= COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING WIDTH 12 SPAN + O.H. 10, 2 30 psl RALUM PRODUCTS, INC. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. U LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 2 30 psl RALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HOR12. D = 626 E AVE., SACRAMENTO, CA 9562 �SHEETF REVISED BY' K.K. 6 D.P. g0. 100 8 11 Ha57-7M 30 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50 WALL FASTENERS 076 2,740° —�- n SEE TABLE 300" ^^^ l _+ nom' ` .06 ��R .010"X90'( "102" #14 SMS PANEL .25"R .05' (2) LOCKS OR 08 SMS pq�� T=.060" - .563' AT EA. CONTACT of .281" 2 g WALL FASTENERS SEE TABLE -1 CONTINUOUSA-RAIL AL 0Y ROOF PANEL (WHERE OCCURS) 6063-T6 ALUM.ALLOY 060' 6063-T6 6 .L Y B #14 SMS EA. CONTACT AL EXTRUDED HANGER CHA EL O R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. \I-- IVI ALUM. PANEL 2x O� l r� 3x ALUM. RAFTER \ FASCIA BOARD II y II EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION l 2 WALL CONNECTION 1 I.R. HANGER C HANGER / RAIL FASTENER TO FASCIA, WALL (STUD. MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN W/ SIMPSON A3516'A.C. CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 lL1=10� _LL=20 LL=30 LL=10 LL= LL=30 90 A B or D B or D _E_ ._ E E J J K aJ00 BorC BorD BorD ( E.E E J J K 110 D BorD Bor I E E E J J K DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) IY A=3/8"O x 1 1/2" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE zz B=3/8"O x 1 1/2" @ 8" O.C. "K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE wQ C=7/16"O x 1 1/2" @10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 <1,4 0=7/1.6'0 X.1 _1/2:@.12'A:C <1,4 LL E=3/870 x 4':@ EACH STUD F=7/16" O x 4" @ EACH STUD EXIST. RAFTER 3/16" 8" 0 STEEL 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2" x 4' FULL OR 2 x 4 FULL 16" O.C. 1'-6" 16,_8" 13,_10" 9'-3" 2'-0" 111_8" 81-8" 5'-10" 24" O.C. 1'-6" 10'_8„ 8'-3" 5'-6" 2,-0" 7,-O„ 4,-0„ 3,_O„ 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 17'-6" 14,_0" 9'-6" 2"x8" FULL 24" G.C. 2'-0" 29' 3" 25'-0" 16'-9" NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 OF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY W N 0 0 O .Z7 APPROVED 3" OR 4" INSUL. ROOF PANEL O O #14 SMS T&B 1.880" AT 12" O.C. Cg2�'o co N0.37948 m P•3 11 �. V \ L1FOQ� IL 151010 1 1/2" 10# L.L.=(2)#14 SMS EA. SIDE 20##30#L.L.=(2)#14 SMS EA. SIDE U -BRACKET 3/4'_ OR 1 1/2" 3/16" 8" 0 STEEL 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER I 2" x 6 1/2" OR 5" MIN. 3" x 8" ALUM. 8 O O ° PROTECTION METAL FLASHING rCAUCK JOINtS AND SLOPE 1 TO DRAIN t RAFTER TYPICAL BRACKET AT EVERY 2x 1 1/4' DATE: 5/052009 _ O_R 1 1/2" _[_:L4- HANGER CHANNEL 10, 20 8 30 psl DURALUM PRODUCTS, INC. \ FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE EXISTING WOOD STUD FRAMING FAVE LENGTH AND BRACKET ATTACHMENTS MENTS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET B OF 30 2 EACH 1/4"0 x 3-12" LAG SCREWS LL=10 psf ER Vt 2 EACH 7/16"0 x 3-12" LAG SCREWS L.L=20 AND 30 pst RAFT (2" MIN. PENETRATION INTO (3}# 4x3 /2" W.S. EXISTING WOOD STUD) RAFTER TO WALL CONNECTION O NOTE: PLACE "SIKA FLEX"OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL OBRACKET CONNECTION ix6 OR 2x8 LEDGER }414x1 3/4" PATIO COVER NOTE:BRACKET MAY BE MOUNTED BELOW RAFTER W/ DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY K.K. 9 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 AND BRACKET ATTACHMENTS MENTS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET B OF 30 90. 100 6 110 MPH fAlA1 AF7-7n71 FAY dnL151R COLUMN/ POST TYPES-,.& SURFACE MOUNT ATTACHMENT DETAILS 3' 2" 11 =l. 3.00"SQ. I 3.00" SQ. 3.00" SQ. ' 024" #10 SMS '� y11.0_ ,� PG =3" Q.xt=.1881 I I 032" A2 SI E , H =3^SQ.xt=.2501) EA7SIDE b 6.5" 3„ C, .075" o J=4"SQ.xt=.188II 032" 14"R 040" ALUM.1 K=5"SQ.xt=.188' -~ �� ` Np 032" .048"STEEL 3.0".4.0" OR 5.0" O 5/8" PLASTIC_ PLUG O- G 3" SQ. ALUM. POST t3 SO. A S X _ 3004- 36.- - MAG POST SQUARE .WITH SIDE PLATES OD POST 3" SQ. ALUM. POST STEEL POST y 2 ALUM. ALLOY 3004-H36ALUM: ALLOY.3004-H36r r3"'SQ STEEL POST ASTM A36 GRADE 40 JUL 1 5 LQ�� ALUM. ALLOY 6063-T6 FESS/p ALUM. ALLOY 3.00" OR 20„ i Nq� 6063-T5 2.40" 1.375" CL 7/16"OHOLE �" 2 FLANGES y ZD r Z 0 .75" 21/8"APART C7 F- r IT 0 1.125" 2.5" w No.37948 Rl ASTM GRADE 36 STEEL EXP -3131111 * 0 7s" 75" BASE FLARES �Q 157" TO TWDE EA. ,qJ 1.60" TYP� _ _ SIDE OF FLANGES 1.5 iS-St INSTALL WASH. PLATE 090 TYP. POST ONLY 5.50" 1%" x 5/16" x 5J4" WHEN USING (• 1-7/16"0 HOLE IN 110 MPH WIND AREA 2- 5/16"0 HOLES gTYP. EA.. SIDE .090" BRACKET FOR 3" POSTS ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP. _ 6„ (3)-3/8" LAG SCREWS OR z vs" z ve^ 4)-114" LAG SCREWS f2.5" PENE. INTO T' BRACKET EA'STUD 7/8" � ( ) � 3 -SQ. POST W/ 3, Q 1, (2)-012 SMS EA. 3• SO. ALUM POST p 2„ SIDE POST OR 6„ I � 1' 1/4" M.S.S THROUGH I POST I ' 3„ 1 7 GA. PL. (As I 11/16"0 ROD 3/16" ve z I 1,010 STL. STEEL PARTS PAINTED 20" --` RUST-O-LEUM" OR EQUAL 20 3"SQ.POST BRACKET: 3" 3" z lrz x z yr OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. .7 GA. STL OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA --d 1—f 6063-T5 3" x 8" ALUM: RAFT. BRACKET ' ASTM A-36 HELIX 1 10" 9'7c16•x7 GA. STEEL PLATE `3" X 8" ALUM. HEADER SINGLE PASS WELDED NOTE: ASTM A36 "H" BRACKET �" ' SOIL ANCHORY BE USED WITH STEEL PARTS PAINTED 3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL HEADER-BRACKE I NOTE: ONLY. OR HOT DIPPED GALVANIZED STEEL FOOTINGS AND SOIL ANCHOR TO BE OR ELECTROPLATED USED FOR 10 L.L. ATTACHED STRUCTURE ONLY, SINGLE PASS WELDED TFFI Fr)OTINC� 6 .q DRAWN BY: K.K. TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20 d 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ. WIND c 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY K.K. 8 D.P. 90. 100 6 110 MPH /AIA%A57.7m1 Fox Ann-vg1A .4i."mn—w—rnm SHEET 9 OF 30 COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT -DETAILS ALUM.TBRACKET USE WfTH r POST TYPE B,C,D, OR E. STEEL POST ONLY: "T" BRACKET STEEL.'rBRACKET USE WITH USE POST TYPE�3)-5/8"0 BOLTS ® 3"SQ. POST W/ POST TYPE B.C,D.E.F,G,H,J OR K. '' r "' F, G, H. J OR K R POST TYPE J /� I 3"SQ. POST (2)-#12 SMS EA. 7' SO. POST ALUM.'T /8'0 HET: ! I USE (2 -3/8'0 HILTI I I �5" SIDE OF POST OR KWIK BOITs OR EDUAL 16"INSERT STEEL.TBRACKET: 112 DEPTH OF� I i (2)-1n"0 BOLTS 1 1/4" M.B. THROUGH I I FOR ALL OTHER USE (2)OR EQUAL HILTI KWIK F "MIN:OTINOR' CONDITIONS 4 5' POST SEE NOTES BELOW BOLTS OR LTS 12" MIN' EMBD. I I X.188 EEL (2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH ASTM A3 - FOR OR EQUAL, EACH FOR KWIK BOLTS STEEL BRACKET TO SLAB. ( , MINIMUM DISTANCE TO ' t7 Lu "S BA E PL EDGE OF SLAB = 2-1/2" G ASTM A572 STEEL Lu DEPTH d .:" N W x 3/16" • + SLAB SHALL BE IN a POURED CONCRETE . 1.: ". •.' GOOD CONDITION FOOTING SEE NOTE "• a r '1.: •:".'_: wo OR FOLUTEDT (STL.) FOR SIZE (1)-1/2"OM.B. 3 1/2" MIN. SEE FOOTIN x9".LONG, 1" SQUARE OR 4" SQ. POST (STL.) ' SCHEDULE QUAR FROM END SEE FIGS, INSERT OF POST SCHED. PL.5/8"THK. ' EXISTING SLAB O7 3" SQ. POSTS TO CONC. FOOTING 8) SQUARE POST EMBED. f .9 " INTO FOOTING �-' 11n" e• 11n•' ATTACHED ALTERNATE FTG. CUBE SIZE 'CUBE SO. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SO. 20" 26" 32" SQ. 23" 28" 35" SQ. 25" 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SQ, 32" 36" 51" SQ, 34" 38" 55" SQ. 37" 40" 60" SQ. 39" 42" 64" SQ. 41" 44" 69" SQ. 43- 3" 'CUBE FOOTING W/3 12' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 279 24' CUBE (2)-12"0 3 114" 25" - 30' CUBE (4)-12"0 3 1/4' 31' - 34' CUBE (4)-5B"0 4- 35'- 39' CUBE (4)-314"0 4 3/4" 40' - 42" CUBE (4),9/4"0 4 3/4' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: 1. DO NOT USE ALUM. "T" BRACKET WITH 3X8 BM. WANSERT, MAG. BEAM. 4" OR 7"I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE. 2'X Xi X 0' -SK" AT STEEL -r .BRACKET. 3. POST TYPE F DO NOT USE STEEL "T" BRACKET W/ 7' 1 -BEAM. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED WELDED STEEL BASE PLATE LATE SIZE I MAYBE USED WITH POST TYPE, SEESHT, 8 9" SQ. x 5/8- B. C. D, F, G, B. H FREESTANDING JUL 15 1010 BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE d TYPE (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL ��/,q� (4 3/4" EMBEDMENT DEPTH) N0.37948 DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. UVE LOAD PATIO COVER SYSTEM AS MFG. BY: DATE:: 09 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT 10, 20 6 30 Psf DURALUM PRODUCTS, INC. NON SCALE: NONE REVISED BY, K.K. 8 D.P. RANCHO CUCAMONGA. CA (951) 741.2107 AND EMBEDMENT HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 100 6 110 MPH /atpl d5�_7n�1 FAY d/1.t151p oNwNPNwau,m mm SHEET 10 OF 30 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 2.00" 1'79" SPLICE WHERE OCCURS SPLICE WHERE OCCURS 3.00" SQ. SPLICE WHERE OCCURS `- G) c6 73" 2.57" 2.19" 2.08" 2.04" nP 4.s 4.6 2.04 065 TYP. 075- TYR 14"R TYP. 48' �- J.o� 28" 2 93" MMj 4.0000• .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-1-136 O 2.7" ALUM. ALLOY 6063-T6 O ALUM. ALLOY 6063-T6 - C O ALUM. ALLOY 6063-T6 D O ASTM A653 GRADE 40 O 6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM L 3" 4 3.0" r2" SPLICEr'7 1 WHERE 4" OCCURS 070 SPLICE WHERE— OCCURS 6.5" —� f— ,032" 3" 6.5" MAX. 2 .042" TYP. 110" TYP. .042" .032" 1 1 ALU Y 6063-T663-76 ALUM, ALLOY 6063-T6 ALUM. ALLOY 3004-H36 OR EQUAL J ALUM. ALLOY 3004-H36 OR EQUAL 1 ALUM. ALLOY 3004-H36 OR EQUAL C 4"'I -BEAM O O J O / 7 1 -BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM 3.0'. \ , 1.25"r I ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS _ •Z� 3" MAX 3'� e" .625" 4" I -BEAM = 7x 2 3/4" x 16 GA. STEEL C -BEAM .042"'� g" y —F— •042 7 875" T =14 ca ASTM A653 GRADE 50 7" I-BEA�Nla- 31/4" x 12 GA. STEEL C -BEAM OFES$/ 1 JUL 1 2010 ALUM. ALLOY 3004H36 — OR EOUAL `- l -I ALUM. ALLOY 3004-H36 OR EQUAL � I II Co 1'" No. 37948 m i r O — 2.875" f—� ,3.x,8,BEAM W/_STL. INSERT _ DBL. 3 x 8 BEAM 3 x 8 BEAM STEEL INSERT CAI DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC. DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE: NONE BEAM TYPES LIVE LOA P COVER SYSTEM AS MFG. BY: 10, 20 d 30 psf DURALUM PRODUCTS, INC. REVISED BY' K.K. 9 D.P. RANCHO CUCAMONGA, CA (951) 741-2107 HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO, CA 85626 SHEET 11 OF 30 90. 100 6 110 MPM ra�Ai 46�_7m7 FAY enttEta anNapun"ebm rv" DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION )BEAM SPLICE 1 1/2" OR 2"LATTICE 98 S.M.S. - �LY�OCCUR�DIRECTLY OVER ' —5/8','0 PLASTIC POST. NOT PERMITTED PLUG WHERE ALTERNATE 1/2" BOLT CONNECTIO PLAN2E RAFTER- 6,SCREW �I @ 2 -POST UNITS SCREW IS INSIDE ALTERNATE: PER SIDE V 4414 S.M.S. EACH „��r #14 SMS MAY RAFTER TO COL. '�-BE USE AS--`�� -- CONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS 3.5" o -T --=-- --- 1" I 5 8" BEAM 4so 6" �1 OR ❑2 ---- — I- 1" 6-#14 SMS EA. 1 SIDE 3"x 3"srL.Posr (24") 10 I ti I I 6 1/2" SIDEPLATE EA. ALTERNATE: INSERT ATTACHED OR (2)-2x6.5" OR #14 SMS'EA.,SIDE I i SIDE SEE POST SCHED. 3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER TOP, MID HEIGHTS FOR FREESTANDING AND BOTTOM.! 33"SQ. P70ST BETWEEN SIDE_ PLATES— L (2)-1/2"BOLT 2 x s.s° SIDEPLATE BEAM TO POST CONNECTION ST SCHEDULE DBL. RAFTER / DBL. HEADER CONN. 19 3" SO. x .032" + (2)-2" x 6 1/2" x .024 3" SQ. x .032" + (2)_2" x 6 1/2" x .032 Fil W/ (6)-#14 S.M.S. EACH SIDE. W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTINGf EXIST. SHEATHING -JUL.� #8 S.M.S. EACH SIDE J LATTICE 1 1/2" OR 2" 2"x6" LEDGER (NEW OR EXIST.)OQA,,IES8, _b_ _ S (2) 3/8" LAG SCREW (LQ�.�PS CQ�A 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2)- #14 S.M.S. EACH RAFTER b COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 24.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 EXIST. CO OR EQUAL PENE.INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10. 20 8 30;sl DURALUM PRODUCTS, INC. IMA%dA7.7n2l SCALE: NONE REVISED BY' K.K. B D.P RANCHO CUCAMONGA, CA (951) 741-2107 CONNECTIONS HORIZ WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 1008110 MPH FAX Anl1A1P aWwa6ArM1,mbun— SHEET 14 OF 30 POST F MAX HT.= & FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" NJ FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE --aFIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING DRAWN BY: KK.TOM 6.5" ROLLFORM 4" I -BEAM LIVE LOAD e 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM la- H Z) o m 9 MAX.COL. SPACING ON SLAB MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIN. T TYPE FTG (IN.) MIN. POST. TYPE FTG (IN.) MIN. POST TYPE FTG (IN-) MIN. POST TYPE SPACING FTG. MIN. FTG (IN.) TYPE (IN.) MIN. POST. TYPE FTGPOST (IN.) MIN. TYPE FTG (IN.) IN. POST. TYPE FTGPOST (IN.) MIN. POST TYPE FTG (IN-) MIN. POS TYP 4' 17'-0" 13'-9" 32 F 19 B 17'-6" 32 G 21 B 13'-10" 32 F 19 B 12'-7" 32 F 19 B 13'-7" 32 F 21 B 5' 13'-7" 12'4" 32 F 20 B 16-3" 32 G 22 B 12'-5" 32 F 20 B 11'-8" 29 F 20 B 12'-2" 32 F 21 B 6' 11'-4" 11'-3" 29 F 21 g 14'-11" 32 G 22 g 11'-4" 29 F 21 g 10'-10" 29 F 21 g 11'-1" 29 F 22 g 7' 9'-8" 10'-5" 29 G 21 B 13'-10" 32 G 23 B 10'-6" 29 G 21 B 10'-0" 29 G 21 B 10'-3" 29 G 23 B 8' 8'-6" 9'-9" 29 G 22 g 12'-11" 32 G 24 g 9'-10" 29 G 22 g 9'-4" 29 G 22 g 9'-7" 29 G 23 g 9' T-7" 9'-2" 29 G 22 B 12'-2" 32 G 24 B 9'-3" 29 G 22 B 8'-10" 29 G 22 B 9'-1" 29 G 24 B 10' 6'-9" 8'4" 29 G 22 g 11'-7" 29 G 24 g 8'4" 29 G 22 g 8'-5" 29 G 22 g 8'-7" 29 G 24 g 11' 6-2" 8,4n 29 G 23 B 11'-0" 29 G 25 B 8'-4" 29 G 23 B 8'-0" 29 G 23 B 8'-2" 29 G 25 B 12' 5'-8" 10'-6" 29 G 25 g T-8" 29 G 23 B T-10" 29 G 25 g 13' 5'-2" 10'-2" 32 H 25 g T-4" 32 H 23 g T-6" 3225 B 14' 4'-10" 9'-9" 32 H 26 g T-1" 32 H 24 g 7'-3" 32 H 26 B 15' 4'-6" 9'-5" 32 H 26 g JUL 5 210 6-10.. 32 Fi 24 g 7'-0" 32 H 26 B 16' 4'4" 9'-2" 32 H 26 gESS/ 6'-8„ 32 H 24 g 6'-10" 32 26 B 17' 4'4" 8'-10" 32 Fi 27 g Q� Qs - c� A! 6'-5" 32 H 24 g 6'-7" 32 H 26 g 18' T-9" 8'-7" 32 H 27 gr m 6'-3" 32 H 25 g 6'-5" 32 H 27 g 19' T-7" 8'-5" 38 H 27 B Nc.oiu* off 313111 6'-1 38 H 25 g 6'-3" 38 H 27 g 20' 3-4- 8'-2" 38 H 27 g . 11.nQ�\ 5'-11" 38 H 25 g 6-1" 38 H 27 B POST F MAX HT.= & FREESTANDING ONLY NOTE: FOOTNOTE: "SAMPLE" NJ FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B WHERE SLAB OCCURS, CUBED FOOTING SIZE --aFIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING DRAWN BY: KK.TOM CAMPBELL &ASSOCIATES, INC. SOLID LIVE LOAD e PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10.20 6 301. DURALUM PRODUCTS, INC. REVISED BY: K.K. 6 D.P. RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND - 90.100 6 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 rotas A. FAX AA3A.S1G SHEET 1 S OF 30 -pmt ..u.r»,enmu,m ��m 1'0#-L:.L.--T0_0_MP:R+REESTANDING & ATTACHED -SOL -ID -PA OIT OIT S-1�2'ROR=L'ESS-EXP:-B�& C >.� T I -BEAM DBL. T x8" x.042"BEAM DBUN6.5"x.032" BEAM OR 3"x8"BEAM 13"x8" BEAMw/INSERTS DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. , MAX.POST FREESTAND ATTACHED MAKPOST FREESTAND ATTACHED MAKPOST MAKPOST FREESTAND ATTACHED �~ �ti FREESTAND ATTACHED 9 ]]m o O Z°D c0 - 5 a r°° ¢ �' o z SPACING SPACING lA1R1 dF7-7f177 FAX d/ltt[lA SHEET 18 OF 30 SPACING FOR DBL. SPACING FOR 3" x 8" MAx.POST S SPACING m o FTG. MIN FTG MIN. FTG. MIN• FTG MIN FTG. MIN• FTG MIN. MIN• MIN. u�o (IN-) POST TYPE (IN.) POST TYPE (IN.) POST TYPE - (IN.) POST TYPE 2" x 6.5x.032" BEAM (IN.) POST TYPE (IN.) POST TYPE, % FTG. (IN.) POST TYPE FTG (IN.) POST TYPE I— 17'-0,, 28'-1 19'-2" ' 39 G 25 B 39 G 21 B 13'-7 13'-6" 34 G 25 g 24 9 / 39 G 25 g 4' - 8-5" 3'-1" 3'-0" 23'-9.. 5' 13'-7" 25'-1 " 24'-10' 39 G 25 B �E 17'-2" 6'-6" 16'-6- 34 G 22 B 12'-8" 12'-2" 34 G 25 B 22'-2" 39 G 25 B 11'-8" 11'-8" 1'-3" 5' 23'-T 39 G 26 B /E 15'-8 15'-8" 34 G 22 B 1r -r' 1r-1° 30 G 26 B 20'-3" 39 26' 'B_ ' •. 2'-8" 5'-8" 10'-8" 10'-7" 19'-5" = G /Cr 6' 7' 9'-8" 1.1 39 G 27 B � 14'-6" 34 G 23 B 10'-3" 10'-3" 30 G 27 B 18'-9" 39 27 .B 20'-11' 13'-11" 18'-0" G �C 7' 8' 8'-6., 20'-1'9.7„ 39 G 27 B� 13-6 3. p.. 34 G 24 B s'-7" 9'-7" 9. ,. 30 G 27 B 17'- 6'-10' 34 G 27 B/E 8' 91T -T' 19'-3" 39 G 28 E 12'-9" 2'-3" 34 G 24 B 9'-1" 8'-8" s'-1" 8'_g" 30 G 28 B 16'-6" 5'-10" 34 G 28 B �E 1 9 10' 6'-9.. 18'-3" 34 G 28 E� 12' -l'> ---s 30 G 24 B 8'-7" s'-7" 30 G 28 B 15'-8" 34 G 28 B/ 10. E 11' 6'-2.. 17'-5" 6'-9,. 34 H 29 E / 11'-s" 11'-1" 30 H 25JB 8'-2" 7 _g 8'-2" -10" 30 F i 29 g 14'-1 14.x., 30 H 29 B / 11 12' 5'-8" 16'-8"-_34 H 29 E 5 11'-1" 34 H 257'-10" 7'-10" 30 H 29 1a' 30 B 16'-0" p'_7' - _ B H 29 12' 13' 1s'-0" 34 H 30 E - 10'-2" 34 H 257'-7" 7'-6" 34 � � 30 g 13'-s° 34 H 30 13' 6'-7" 7'-3" 3'_2,. 4'-10" 15'-5" - 34 H 30 F 10'-3-'1 p 34 H 26 B 7'-3" 6'-1" 7'-3" 34 H 30 B 13 - 34 H 30 B �E 14' 15' 4'-6" 14'-1 " 14'-4' 34 H 30 E9'-10" F 6" 34 H 26 B 5.�,. 6'-11" 7._p„ 6,_9" 34 �� 30 B 2'-8" 12._1 2'_3" 34 H 30 E 16' 4'-3" 14'-5" 10 34 J 31 F3- 9'-7" 34 J 26 B 6-10" 6'-9" 34 31 12'-5" 34 31 B 16 17' 4'-0" 14'-0" 34 J 31 F s -3 34 J 27 B s'-5" s'-7" 34 31 B 12'-0" 34 31 B� 17' 13'-5" -11" 5'-0" 6'-4" J 11'-6" J 18' 3'-9.. 13'-8'3-1" 34 J 31 F e 34 J 27 B s'-1" 6'-4" 34 J 31 11'-8'1,-2" 34 31 8'-8" 4'-9" 6'-2" B J E 18' 19 ' 3�-7" 13'-3" 39 J 32 F 8'-9" 39 J 27 B 5'-9" 6'-2" 39 J 32 g 11 -4 39 32 B 19 12'-9" 8'_5" 4'-6" 6'-0" 0'-11' J � E 20' 3'-4" 12'-5" 39 J 32 F 8'-7" 39 J 27 B 5'_6" s'-1" 39 J 32 B 11._1,. 39 32 B 20' 8'-3" 4'-3" 5'-10' 10' $_ J JUL 151010 ,S NOTE: FOOTNOTE: "SAMPLE" O� G FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B r s WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C— NQ,37948 r r MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.2 SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED &SHT. 24 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE P. B & Z ONLY. FIGURE SHOWN INDICATES EXC. (� `f- � �._ nC��PI/ v - DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID LIVE LOAD PATIO C V BY: DATE: 5/052009 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, IO 8 JO st . DURALU RODUCT , INC. REVISED BY: K.K. 6 D.P. RANCHO CUCAMONGA. CA 951 ( ) 741-2107 AND ATTACHED HORIL WIND 8299 ALPINE AVE., SACRAMENTO, CA 95826 90.100 8 110 MPH lA1R1 dF7-7f177 FAX d/ltt[lA SHEET 18 OF 30 S NOTE: FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE B f::q FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: KK 6.5" ROLLFORM 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM H o 5c F- JO O m U g � o z irn0 MAKPOST SPACING 110 MPH MAX.POST SPACING 110 MPH 110 MPH MAX.POST FREESTAND ATTACHED SPACING FTG. MIN- FTG MIN. POST POST (IN.) TYPE (IN.) TYPE MAX.POST SPACING 110 MPH MAX.POST SPACING 110 MPH FREESTAND I ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN• POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG. (IN.) MIN. POS TYP 4' 17'-0" 12'-7" 36 H 21 B 1 16.6 36 H 23 B 12'-8" 36 21 H B 12'-7" 11,_10„ 36 H 21 g 13'-7" „ 29 H 22 E 5' 13'-7" 11'-3" 32 H 22 B 16'-34.10 36 H 24 B 11'-4" 32 H 22 B 11 o'-10" 32 H 22 B 12 29 H 23 E 6' 11'-4" 10'-3" 32 H 23 B 14'-1 " 36 H 25 B 10'-4" 32 H 23 B 10-1 9'-11 " 32 H 23 B 11, 1„ 9'-2" 29 H 24 7' 9'-8" 9'-6" 32 H 23 B 13-12,x„ 36 H 26 B 9'-7" 32 H 23 B 10'-p._2.. 32 H 23 B 29 H 25 B 8' 8'-6" 8'-11" 32 H 24 B 12'-1 , 36 H 26 B 8'-11 32 H 24 B " 8'-7" 32 H 24 B -7 '-11" 29 H 25 B 9' 7'-7" 8'-5" 32 H 24 B 12'-2". „ 36 H 27 B 8'-5" 32 H 24 g '1 8;-1„ 32 H 24 B 9' -11, 32 H 26 B 10' 6'-9" T-11" 32 H 25 B 32 H 27 B 8'-0" 32 H 25 B 8'"5�.�., 32 H 25 B -7", 1„ 32 H 26 B 11' 6'-2" 7'-7" 32 + 25 g 11'-0" , o -o 32 28 B 7'-8" 32 H 25 B 8'-0^ „ 32 H 25 B 8 -2 9„ 32 H1 2s B 12' 10'-6'9,„ 32 H 28 g 7'-8" _ 32 H 26 g -10" 6,�„ 32 H 27 g 13' 10'-2" 36 J 28B 7,_4„ 6,_9„ 36 J 26 g 7,_6„ ,_3„ 36 J 27 E 14 ' 9'-9" 36 J 29 g 5 7'-1" 36 j 26 36 27 15' 9'5" 8_ 36 J 29 g Fps io 6'-1 D 36 J 27 B 7,_0., -, o„ 36 J 2s E 16' 9� 3' 36 J 29 Bp �. C MA F2 6'-8' 6 _1 36 J 27 B 6'-U)-'36 5,_7„ J 28 B 17' 8,_10„ 36 J 30 B 2 -5" = r m s'-1 o 36 J 27 B 6. 7„ -3., 36 J 28 B 18' 8'-7" 36 J 30 g 8„ � 36 J 27 g 6'-5" _ 36 J 29 g 19' 8-4" 7" 41 J 30 g 6' 1 41 J 28 B 6.3 4,�„ 41 J 29 E 20' 8'-2" 41 J 30 B 5'-11j 5„ 41 J 28 B 6'-1" 4,-6 41 J 29 E NOTE: FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE B f::q FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. SOLID LNE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 ANDA TTACHED HORIL WIND 8269 ALPINE AVE.. SACRAMENTO, CA 95826 REVISED BY: K.K. 6 D.P. 90.100 & 110 MPH (01A1457.71`121 FAY Al1:1.151N ..l..ann,,..�,m �nm SHEET 19 OF 30 ATTACH TO STUCCO WALL 12'-32" 12'-31 r ---j SHED STUCCO GARDEN WALL I INSIDE COURTYARD `N PROPOSED ALUMAWOOD SOLID ROOF COVER aN �0 a to w0 �z 0 13' 241_71' I�- 78471 CALLE HUERTA CITY OF LA QUINTA BUILDING & SAFETY DEPT. ON FOR P oROVEID DATE ' ZZ•/o BY F N 4 SHED I STUCCO GARDEN WALL +! INSIDE COURTYARD it IN vaoroseo uunnw000 soup aoor aw�a E� 24'-7"- 78471 CALLE HUERTA NORTH GARAGE DRIVEWAY