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08-1760 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 08-00001760 Property Address: 81503 DOVE CANYON CT APN: 764-280-999-70 -300236- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 2341 Applicant: Architect or Engineer: /—v 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 70001 of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Clas ' B icense No.: 770843 Date: " Contractor: 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 theapplicantto a civil penalty of not more than five hundred dollars ($500).: (_ I 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 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 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT Owner: CUNNINGHAM RESIDENCE 81503 DOVE CANYON COURT LA QUINTA, CA 922E ( Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA 9224 (760)772-0013 Li C. No.: 770843 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/24/08 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 ENDURANCE REISN Policy Number WEN0015766-01 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 00 of the Labor Code, I shall forthwith ply with those provisions. Date: 401P Applicant_ - -'h' 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 ($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 ofthis county o ter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent): LQPERMIT Application Number . . . . . 08-00001760 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.00 Plan Check Fee 35.10 Issue Date . . . . Valuation . . . . 2341 Expiration Date . . 4/22/09 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 TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering (951) 741-2107 February 25, 2008 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 2000 Aluminum Design Manual, ADM -01. 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(cDcharter.net should you require additional information. . . ROFES0 Sincerely, y��o�s I, cq� No. Tom Camp II, PE } EXA 3131/0 NIL Site Information Owner's Name VUN M I Q to UbA nom, Address V S03 b0V,e: N,,,4y0% COOL"i City/Town r,(T A State CeA 0 3 -Z>«•e yc". (2cjuwi LA EX15TINO RE5iDENOE . . . . ...... INSTALL -1 WROUGHT IRON GATE EXISTING DRIVEWAY /1'.. ACZES5 a l5k (20"j. ... Iv- .... ...... -on POOL TANNING 5HELF .......... P' T -z= --EX15TIN6 PAtIb To !_1 BE REMOVED AND �--j REPLACED 0 3 -Z>«•e yc". (2cjuwi LA EX15TINO RE5iDENOE . . . . ...... INSTALL -1 WROUGHT IRON GATE EXISTING DRIVEWAY /1'.. ACZES5 a l5k (20"j. PATIO COVER SYSTEM AS MFG.'BY: DURALUM PRODUCTS, INC. GENERAL NOTES: JUN 0 2 GOVERNING CODES :- _THE DESIGN COM�P�LIES 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 ALUMINUM MANUAL -ADM 1=00. - 0 DRAWING NOTES: u 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 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 C 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 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 SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 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 & USED AS CARPORTS ONLY WHEN.LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 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. 1 B. 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 PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21. 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). 22. 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: 23. 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. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. 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 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. 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. 27. 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. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILT[ KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) -OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C. NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES BAND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE). 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. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (9511 741-2107 GENERAL NOTES HOR12_ WIND = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 REVISED BY- K K. 8 D P An 1n0A 110 MPH l41R1 AF7-7n71 FAY dna-1F1A e=Incadumlumrnm RAFTER, SEE TABLE FXi FOR 512E OPEN LATTICE TYPES AND SPACING Sr1NC BG720 MAX. PROJ. SEMAX PROJ.E SCHEDULE FfiJ,pnNG BU1L0jN NOTE: THIS OPEN LATTICE -TYPE MAY NOT BE ENCLOSED ORTCO COVERED. RUCTURE SEE SCHEDULE G MAX. O.H.RAFTER, TABLE SI 2S 4�� 2514 OF SPAN JJJ/// FOR SIZE - kOp AND SPACING ,opSTSP chghG - - '4 4'C •kp'cnO25x OF SPAN - .. TSpq C , POS�HEIGHT � f� �hC - . SEE SCHEDULE \ 'C4 OG. 0 � POST HEIGHT 16 SEE CH DULE \G� OAF O� LENGTH OF STRUCTURE VARIES � C 161 OST WITH SIDE- OVE��N PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES sFF�"�[gc1Nc � � . F i 3 12- SLAB ATTACHMENT p 'OGS PWITH SIDE- NOTE: EACH COMPONENT IS INTER- 'MAY BE USED WHERE 1UN'O 21"�D�U SFFTq s�P�Q PLATES SEE TAIL CHANGEABLE WITH ANY OTHER SFFr SpgC I SEE (FC71C COMPONTENT UNLESS OTHERWISE SHOWN. 9e�F hC ' 3 14' SLAB ATTACHMENT QFt�j j OTE: EACH COMPONENT IS INTER- Ag, MAY BE USED WHERE SFOOTING WHERE EE SCHED. FOR FOOTIN ED, R '" GEABLEWITN ANY OTHER SFF r SagCl PERMiTfED. CA P NTENT UNLESS OTHERWISE SHOWN, geLF hC I\ SEE SCHEDULE' OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPENIATTICE-TYPE ST J �' • ,� SCALE: NTS ��- MAY BE ENCLOSED OR A' '� FOOTING WHERE REQUIRED. / liPL 1�• �ji ;...�.�, r r V Lam. SEE SCHED.HEFOR FOOTING CUBE SIZE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT 2 TYPE "F" ATTACHED'MULTISPAN -LATTICE STRUCTURE No. 37948 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE q 1.31 MAY, PROJ. MAY NOT BE ENCLOSED OR COVERED. RAFTER, SEE TABLE MAX. PROJ. W SEE SCHEDULE FOR SIZE SEE SCHE U E NOTE; THIS OPEN LATTICE -TYPE TUR - AND SPACING MAY NOT BE E !I' FiAF7ER,SEE TABLE 71 �Sk M C MAX O H H 2,., _ , ^C FOR SIZE OpP•4.r 01_25,A &F SPAN AND O RING' OST "h•R-W L'. 7 MAX O.H r� ✓ SpgO�NC G SkopA .O� 25 /. OF SPAN OST HEIGHT �. qC - SE HEOULE , 6' •'NG _ OST HEIGHT '0 SE HEDULE 16 O ®• LENGTH OF STRUCTURE VARIES I. NyyG - 16 OSE POST Fsp SEE CROSS -SECTIO LENGTH OF STRUCTURE VARIES SF STSp DETAI POSTCR SSSECTION, T'(B�ACINC AD SEE POST DET L F SFF � Spq NOTE: EACH COMPONENT IS INTER- ppSr MAY BE USED 9BLFChG 3 12- SLAB CHAIJGEABLE WITH ANY OTHER sFFT spg4 I FoCONSTRAI A TOY BE USED COMPONTENT UNLESS OTHERWISE SHOWN. �tF he TRAIN SCHEDULE NOTE: EACH COMPONENT IS INTER- Ds EE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHERFOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SFFTq <FchG SCHEDULE RED SCALE: NTS i SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE FOO f I SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING, SINGLE SPAN LATTICE STRUCTURE -TYPE-"H'! FREESTANDING MULTISPAN.I.ATTICE STRUCTURE ' DRAWN BY: K.K' _ TOM CAMPBELL 8 ASSOCIATES, INC. 'LIVE LOAD = PATIO COVER SYSTEM AS MEG.BY: JOB NO, GF07-0674 • DATE: 10272007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE d \.10, 20 & 30 ps1 OURALUM PRODUCTS, INC. ' SCALE; NONE "' RANCHO CUCAMONGA. CA (951) 741.2107 - STRUCTURES - ... HORIZ. WIND = ,_ ' 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 29 REVISED BY: K.K. 6D.P. - • 90,100 Q 110 MPH. (916) 452-7021 .FAX 403;1519 seles@dumlum.com ' ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H ' NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAIL - SOLID PANEL TYPES THE PRo ECTVA /pN F NTSN VARIES CLOSED SEE DETAIL FOR SPLICE POS OPTIONAL: CANTILEVER B SO. POSTS, SIZE VARIES SEE CHEDU�ES SE POST SCHEDULE FOR MAY"B USED WHERE SLAB NT ALTERNATE: OP�� PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' \ NOTE: NO SPLICE AT THIS r POST AND A END BAYS. C FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER 0 COMPONTENT UNLESS OTHERWISE SHftiI ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 0 "O.H " NOT TO EXCEED 25% OF SPAN I ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE ] lgbU A. HT.= 12' iC '> FOOT SEE S, N , 37948 FA . 3131109 LENGTH OF ST J _ .H RUC"JRE VARIES lMgy NOT Be ENCLOSED ATTACHMENT CHANNEL SEE DETAILS MIN. 0.5' SLOPE PER FT. N 0 2 2008....::: 6RE REQUIRED LV FOR FOOTING CUBE SIZE t7 ALUMINUM OOF PANEL MIN. 0.5' SLOPE PER FT. SEE SCHEDULE FOR SPANS "O.H"NOT TO EXCEED 25% OF SPAN NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. H LENGT R OF ST RUC�RE VARIES ( MAY NO TBE ENCLOSED)I SEE DETAIL FOR SPLICE POSTS TOM CAMPBELL & ASSOCIATES, INC. SEE DETAIL FOR SPLICE POSTSP OPTI NAL: DATE: 10/238007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPTIONAL: CANT EVER BEAM 10. 20 & 30 psf SEESCyFOVL�S CANTLE SQ. POSTS, SIZE VARIES SEESCHEICNt"s RANCHO CUCAMONGA, CA (95 1) 741.2107 SEPO T SCHEDULE ACIN°R SQ. POSTS, SIZE VARIES 8269 ALPINE AVE., SACRAMENTO, CA 85825 HEDULE R SE pS ST SPACING 3 1/2" SLAB MAY BE USED ALTERNATE: °' zs o7' %OF Ex EEO S/'qN 3 1/2" SLAB MAY BE USED ALTERNATE: �;' ° OFSp Ex EEQ TO CONSTRAIN FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE NOTE 0 SPLICE AT THIS TO CONSTRAIN FOOTING, SEE SCHEDULE SINGLE POST SEE SCHEDULE NOTE O SPLICE A THIS POST DAT END BAYS. POST 1 10 AT END BeYS. ul FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 112 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING MCANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY; KK. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/238007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10. 20 & 30 psf OURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (95 1) 741.2107 STRUCTURES HORIL' WIND - 8269 ALPINE AVE., SACRAMENTO, CA 85825 SHEET 2 OF 29 REVISED BY: K.K. & D.P. 90, 100 S 110 MPH (916) 452-7021 FAX 40}1519 sales®duralum.com RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C 6.5" ALUM, ALLOY 3004.H76 3' 6.5" � 3.D' 2^ OR EQUAL MAX 2" *SEE NOTE BELOW ALUM. ALLOY 3004-H36 .042" 024.OR EQUAL ALUM. ALLOY 3004.H36 032" .024" OR EQUAL --~ 042" .032" * SEE NOTE BELOW c ti 2 x 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER ;Al ', 3 x 8" RAFTER Ll .= "T' 90 MPH 1 100 MPH 110 MPH, L.L..= "T' u 90 MPH 100 MPH 1,10 MPH L.L.= 'T' °� 90 MPH 100 MPH 110 MPH IPSP) (IN.) o EXp. B EXP.0 'EXP, B EXP.0 EXP. B EXp.0 IPSP) (IN.) H o EXP. B EXP.0 EXP. B EXP..0 EXP: B EXP.0 IPSP) (IN.) H o EXP. El EXP.0 EXP. B EXP.0 EXP. B EXP.0 �� • 16" 14,-4„ 13'-D" 13'-0" 11,_8„ 12'-10" 11,4„ 024 16 20,_3" 18,-4„ 18,-4„ 16 6„- 18'-1" 16'-0" 042 113 28,_2„ 25,_7, 25'-7" 22,_6„ 25,_2„ 21'-2„ X024 24° 11,_8„ `10,_7„ 10,_7„ 9'-6" 10,-4" 9'-3" 10 24" 16,_6'• 15,_0„ 15'-0" 13'-6"� 14'-5" 13•_111 1D 24" 23'_0.. 20'-10" 20._10" 18._9,. 20._6., 18'-2" 16" 19,_1„ 17'-4" 17,-4„ 15,_6„ 17,_1„ 15,-4„ 16" 27,-0„ 24'5" 24,-6"; 22,_0" 24'-2" 21'_4„ 10 .032 .032 24" 15,-6„ 14,_2„ 14,_2„ 12'-B" 13--1 1" 12,_3„ 24„ 22'-0" 20,_0„ 20'-0" 18'-0" 19,78„ 17,-4" 16" 26,-4" 23,_10•, 23,_10" 21,_6" 23•_0" 20,_10,• 16" 15,_2" 15,_2„ 15,_2 15,_2„ 15'-2" 15•_2„ 16" 21,_0„ 21,_0" 21,_0„ 21,_0„ 21,_0" 21,_0„ .042 .024 .042 24" 21,-6" 19,_6„ 19' 6" 17,_5". 1 B,_9„ 17,_0„ 20 24" 12,-0" 12,-4„ 12,-4„ 12,-4„ 12,-4„ 12,-4„ 20 24„ 17,_7, 17'-2„ 17,_2„ 17,_2„ 17'-2" 17,_2„ 16" 10'_8„ 10'-B" 10' 8" '10'-8" 10,_8, 10,,8„ 16" 20'-2" 20'-2" 20' 2" 20'_2„ 20'-2" 20,_2„ .024 .032 24" 81-91, 8'-9" 8'-9" B'-9" 8.41 8'-9" 24" 16,-6„ 16,_6„ 16'-6" 16,_6„ 15'•B" 16,_6„ 16" 14,_3„ 14,_3„ 14,_3„ 14'-3„ 14'_3„ 1'4-4- 16" 12'-S" 12,_5„ 12,_5, 12,_5„ 12,_5„ 12'-5" 16" 17'-3" 17,_3„ 17,_3„ 17,_3„ 17,_3,. 17,_3„ 20 .032 24„ 024 .042 11 _8„ 11,_8„ 11,_8„ 11,_8„ 11,-8„ 11,-8„ 30 24" 10'-2" 10'-2„ 10.2„ 10.2 10.2„ 10.2„ 30 24" 14.2„ 14.2„ 14.2„ 14.2„ 14 _2 14'-2" 16" 19.8„ 19'-8„ 19,_8„ 19'-8" 19'-8" 19 _8„ 16" 16.7„ 16.7„ 16'-7" 16.7 16.7„ 16.7„ 042 24" 16;_1" 16'-1" 16_1„ 16'-1". 16,_1„ 16'-1" 032 24.. 13'5" 13,-6„ 13-6 13'5" 13,_5„ 13,_6„ 16" 81-101.,8'-10" B'-10'- 8'-10' 8'-10" 8'-1 024 0 *ENGINEER'S NOTE: WHERE SINGLE RAFTq�' ` i$hj0 JJ,r OUBLE RAFTERS WITH 3" MAX. SPACING 24" T-2" T-2" T-2" T-2" T-2' T-2" BETWEEN MAY BE USED AT 32" D.C. OR 48.� NG . Sly LE RAFTER SPANS ARE NOT EXCEEDED. 30 .032 JUN 0 21008 N m 24" 9'-7" 9'-7" 9'•7" 9'-7" 9'-7" 9'-7" S - i Is" 13,_6" 13,_6" 13,_6„ IT -15" 18,_13„ 13'-6" 042 24" 13'-3" 13,_3„ 13'-3" 13,_3„ 13,_3„ 13,•3„ 0.37944 r I PROJECTION 3/37/09 17* SPAN h RIBUTARY TRIBUTARY= WIDTH tl2 SPAN � O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY VVIDTH TABLE LIVE LOAD = CLEAR SPAN (FT.) DATE: 10272007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - UZI DURALUM PRODUCTS, INC. SCALE: NONE - ! RANCHO CUCAMONGA, CA (951) 741.2107 RAFTER SPANS HORI2. NAND = ••90; 8269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: KK d D.P. � 100 d 110 MPH (9161452-7021 FAX 403-1519.salss@cfumfum.com SHEET 6 OF 29 h RIBUTARY TRIBUTARY= WIDTH tl2 SPAN � O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: KK TOM CAMPBELL d ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: J08 NO. GF07-0674 DATE: 10272007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING - 10. 20 d 30 psl DURALUM PRODUCTS, INC. SCALE: NONE - ! RANCHO CUCAMONGA, CA (951) 741.2107 RAFTER SPANS HORI2. NAND = ••90; 8269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: KK d D.P. � 100 d 110 MPH (9161452-7021 FAX 403-1519.salss@cfumfum.com SHEET 6 OF 29 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C 24„ 24" TRI—'VPAN A LL.=PSF 90 -MPH 100 -MPH 110-MPFI 10 #10 S.M.S. #10 S.M.S. LLJ #10 S.M.Sr"�, I ._ 20 #10 S.M.S. #10 S.M.S. #12 S.M.S.; 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. IZ— X 3 'I /Z VV I'ANL—L L.L= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S.' NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 750" • 1111 SKYLIGHT DETAT .075" am 860" R9.250 OPTIX® PRODUCTS ACRYLIC PER I.C.C. E.R. 5411 OR EQUAL 1 SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO'SKYLIGHT PANELS =6" L.L.= PANEL SPANS / 8" PANEL SPANS 'ijil �1'OOtiMpFJ;'''��c'`� t=.020" t=.024" t=.032" t=.040" ..#I0 S.M.S. 6" 8" 6" 912 S.M.S. 30 #12 S.M.S. #12 S.M.S.' #12 S.M.S. 10 10'-2" 10'-2" 12'-9" 12'-9" 13'-4" 13'-4" 14'-7" 14'-7" 20 8'-10" 8'-10" 10'-3" .10'-3" 11'-4" 11'-4" 12'-3" 12'-3" 30 T-1 „ T-1 „ 8'-4" 8'-1" T-10" 9'-10" 10,_8„ 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS '2, 265" LL.=PSF90-MPH'•`,:;'i-"'# ,TOM CAMPBELL & ASSOCIATES, INC. 'ijil �1'OOtiMpFJ;'''��c'`� 110—MPH 10' " _ #10 S:M.S.~l , #16 S.M.S:i:, ..#I0 S.M.S. 20 #10 S.M.S. #10 S.M.S. 912 S.M.S. 30 #12 S.M.S. #12 S.M.S.' #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S DRAWN BY: K.K ,TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232001 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I - 1 10, 20 S 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (9511 741-2107 PANEL FASTENERS - H. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 9582fi SHEET 5 OF 29 REVISED BY: K.K. 9 O.P. 100 90, 100 8.110 MPH FAX 403-1519 sales®dumIv-wm HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1.50" t= 0.04" 4 b WALLAS _ t 1.75"� An 1.50" .osm___ is�Di ovi 01()90"2 DIA. 0� .281" ALUM.ALLOY 6063-T6 .060 ' B EXTRUDED HANGER CHA NE R.F. OR'EXT. HANGER - CHANNEL.,2x"OR 3x RAFTER BRACKET. 4 ALUM. PANEL 2x OR 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES. RAFTER ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG I EXISTING EAVE`CONNECTION- L WALL FASTENERS SEE TABLE .25"R 05' 010 SMS 0 PANEL I LOCKS OR #8TASMS 4" AT EA. CONCT I 200' 2p5" CONTINUOUS A- RAIL ROOF PANEL 3 (WHERE OCCURS) C F _ ALUM.ALLOY- 6063-T6 010 SMS EA. CONTACT W AL 6063 T6 ALLOY WALL CONNECTION (D I.R. HANGER 2.740" T=.060" I ALLOWABLE DECK / RAFTER SPAN WIND AT 2x -FASCIA DESIGN W/ SIMPSON A35 N WALL FASTENERS C) o SEE TABLE LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 O LL=30 90 A BorD 8orD A APPROVED 3" OR 4" K I INSUL. ROOF PANEL g EXIST. RAFTER HANGER/ RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ALLOWABLE DECK / RAFTER SPAN WIND AT 2x -FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD 16" O.C. AT MASONRY OR CONCRETE LL=10 LL=20 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD 8orD E E E J J K 100 BorC BorD BorD E E E J J K 110 D BorD BorD I E E E J J K 2'-0" 17'-6" 2"x8" FULL of OF LAG SCREW SEE NOTE BELOW) 29'-3" 25'-0" OF zz"O Cn CLCly6"O FF --5"0 rIPTION x 1 1/2" @ 12" O.C. x 1 112" @ 8" O.C. x 1 1/2" @ 10" O.C. x 1 1/2" @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD;•'0 F=7/16"O x 4" @ O.C. EACH STUD J=1/4"0x1 1/8"@16" A.B. K=1/4"0x1 1/8"@12" A.B. EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4"16" FULL OR O.C. V-6" � 16 _6„ 13,_10" 9'-3" 2'-0" 11'-8" 8'-8" 5'-10" 2•' x 4"1'-6" FULL 24 O.C. 8269 ALPINE AVE., SACRAMENTO, CA 95826 10'-8" 8•-3" 5'-6" 2,_0„ 7,_0„ 4,-6„ 3,_0„ 2"x6"FULL OR24" 2'•x8"NOTCHED O.C. 2'-0" 17'-6" 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" OF Ssl '- NOTE: AT 10, 20 & 30 L.L. MAY USE: JUN 'Q 2x6 OF -L #2 LEDGER MAY BE INSTALLED WHERE O NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) S USE: w ~ N0:37948 (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER S A ( .3/31 THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE 1 ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 1,i . RESPECTIVELY 1 1,8B410 SMS O.0 10# L.L.=(2)#B SMS EA: SIDE 20#/30#L.L.=(2)#10 SMS EA. SIDE 3116" U -BRACKET. 8" 0 STEEL 0 1/4"0 HOLES.TYP. 3/4' ORA 1 1/2" 0 NOTE: PROVIDE WATER ._jI_ $'O PROTECTION METAL FLASHING 1 I 2x6 1/2" 0 O rCAUCK JOI TOS ANDSLOPE 1 5" MIN. OR B" I RAFTER TYPICAL BRACKET AT EVERY 2x I 11/4" 9„ -- -- CRL1/2_--- \ EXISTING WOOD STUD FRAMING yZ 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 sl �.— rr 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf 17171 RAFTER TO WALL CONNECTION O \ ' FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE „L„ \_�I 2.6 OR 2x8 LEDGER AFTER (C\\ 112" W.S. )-#10x1 3/4' PATIO COVER NOTE: PLACE "SIKA FLEX" OR SIMILAR - DRAWN BY: K.K. MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET JOB NO. GF07-0674 MAY BE MOUNTED R BRACKET CONNECTION COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING [HANGERCHANNEL AND BRACKET BELOW RAFTER W/ PRODUCTS, INC. SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. LOAD - L. PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 -DATE: 101232007 1 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING [HANGERCHANNEL AND BRACKET 10, 20,d 30 psfOURALUM PRODUCTS, INC. SCALE: NONE _ RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS- HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF 29 REVISED BY: K.K. B O.P. 9 90.10d 8 110 MPH (916) 452-7021 FAx 403-1519 salas(�duralum.com T COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS I— 3"----j— 3.00" SQ. (� �I 3.00" SQ. 3.00"SQ. .032" #10 SMS —I I— G=3"SQ.xt=.188" 024" A. SIDE __j1.00� O H=3"SQ.xt=.250111 EA. SIDE o J=4"SQ.xt=.18811 6.5.. J O _� 075' o 032" 14"R K=5"SQ.xt=.18B' y - P TYR046"STEEL 032 3.0".4.0" OR 5.0" 024" s 28" O O O. 5/8" PLASTIC PLUG 3'.SQ.AL NI:P:OS:T " 3" SQ. ALUM. POST `,y;xa,- .•_�..« -:." D 4 MAG POST SQUARE -�tSF�I��,S LLQ;:' FtAgTE50? O - 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36 Sm 0 t{3b"� 3" SQ. STEEL POST ASTM A36 GRADE 40 r t _ , >b -°`E,3 '" ALUM. ALLOY 6063-T6 t✓H Q 2 7QNLUM. ALLOY sos3-T5 IV n .3131 9 ' fi: " c ALUM. ALLOY 6063-T5 "H" BRACKET 3.00" OR — 2.40 0 0 1.5 INSTALL WASH. PLATE 15/a' 215/16" z 5Y{ WHEN USING IN 116 My ,H„WIND AREA 1:375” CE 7/16"0 75' 2„ y �_o- ASTM GRADE 40 STEEL ii�6 • � •0901• TYP. USE FOR 3" POST ONLY COLUMN I POST TYPES CL 2- 5/16"0 3 -318 LAG SCREWS'OR " (2,5 4" LAG SCREWS i (2,5PENE. INTO WALL \) � I I X w - —o I I I 3" x 8" ALUM. RAFT :'BRACKET - 3"_x.8'' ALUM..HEADER `HEADER BRACKET STEEL "T" BRACKET 2 1/8" 2 1/8" "T' BRACKET 7/8" ® 3"SQ. POST W/ 1, (2)412 SMS EA. SIDE OF POST OR 2 FLANGES 2.1/8" APART BASE FLARES TO TVVIDE EA. SIDE OF FLANGES (L 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE >LUM POST 112"x 2 1/2" 7 OA. STL. 'LT. ASTM A36 16-x7 GA :EL PLATE ter. Al. AUGER PARTS PAINTED "RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED SINGLE PASS WELDED STEEL FOOTING N DRAWN BY: K.K. 1 2„ 1/4" M.B. THROUGH PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 • DATE: 10IZ32007 POST COLUMN I POST TYPES 7 GA. PL. (.18") DURALUM PRODUCTS, INC. ; 101[61452-7021 SCALE: NONE 11/16"0 ROD 3/16" HORIZ WIND - 8269 ALPINE AVE., SACRAMENTO', CA 95825 SHEET 8 OF 29 1040 STL. REVISED BY: KK b D.P. 90, 100 6 110 MPH , AUGER PARTS PAINTED 20" "RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKE OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B. ' OR ELECTROPLATED PER SIDE (2 -TOT.) 4" DIA. 9 GA. ' ASTM A-36 HELIX 3n 6° NOTE: SINGLE PASS WELDED AUGER ANCHOR MAY E USED 3"SQBALUM. POST ONLY. NOTE: STEEL FOOTINGS AND AUGER ANCHOR TO BE USED FOR 10 L.L: ATTACHED STRUCTURE ONLY. coc rnx.r c. a 0n T coerlxic TGRI a cno coernxin 2 FLANGES 2.1/8" APART BASE FLARES TO TVVIDE EA. SIDE OF FLANGES (L 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE >LUM POST 112"x 2 1/2" 7 OA. STL. 'LT. ASTM A36 16-x7 GA :EL PLATE ter. Al. AUGER PARTS PAINTED "RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED SINGLE PASS WELDED STEEL FOOTING N DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 • DATE: 10IZ32007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN I POST TYPES 18, 29 & 38 P:I , DURALUM PRODUCTS, INC. ; 101[61452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (95t) 741-2107 HORIZ WIND - 8269 ALPINE AVE., SACRAMENTO', CA 95825 SHEET 8 OF 29 REVISED BY: KK b D.P. 90, 100 6 110 MPH , FAX 403-1519 sales(Mclumium,com HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP y 3.00" SQ. 2.00" SPLICE WHERE 1 79" OCCURS —� SPLIOCCURSE SPLICE WHERE OCCURS rr ----�— .—.075' Lq `° 73" 2.57" 4.6" TYP. 14"R TYP. 48„ 2.19" 2.04' .065• 2.04" I TYP. 2.08" TYP. _II.._ II1'— ].0 .ZS" 2.93" � � � 4.0000• 2 r• ASTM A653 GRADE 40 036" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA-ALUM. ALUM. ALLOY 6063-T6 • 6063-T6 E ALLOY 3004-H36 O 6063-T6 O O 6.5" ROLLFORMED 4.5" GUTTER. O MAG. GUTTER MAG BEAM 3" SQ.-STEEL,BEAMO p' u1 tbJlt✓i �" 4 0 2 �4(��{lR� � 3.0" SUN L 3., �`CJCAA.A � 36.5.. MAX. 2" I +— O t� Z f <'9 ♦�- SPLICE. m .042•• No. 3-rsae WHERE—� 4" SPUCE WHERE �y� 3/91/09' —a-r 8.0" OCCURS OCCURS x EV. .032;' 070 — TYP. TYP. ALUM. ALLOY ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 6063-L ALUM. ALLOY OR EQUAL J OR EQUAL F 6063-T6 4" kBEAIVI., O 7" I-BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM 'K 1 2 ALTERNATE STEEL C-BEAM FOR ALUM. I-BEAMS 3" �5" MAX. -j 3 j -- --f 4" I-BEAM = 7"x 2 3/4" x 15 GA. STEEL C-BEAM I i 1 - .042„ 1T - 14 GA. 7" I-BEAM = 12"x 3 1/4" x 12 GA. STEEL C-BEAM 8., .042., 7.875" ASTM A653 GRADE 50 1 I I 1 i -T_ 625" ALUM. ALLOY 3004-H36 I ALUM, ALLOY 3004H36 OR EQUAL L OR EQUAL m --i 2.875" O 3 x 8 BEArM-- ;;ST:L�� I:N,S.ERT DBL. 3 x 8 BEAM 3 x 8 BEAM DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEWAS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING. - 10, 20 130psl DURALUM PRODUCTS, INC. - - SCALE: NONE ` "'1 RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES " HORIZ. WIND = 8269"ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 10 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 a 110 MPH (916)'452-7021 FAX 403-1519 sales®dumiumcom COLUMN/ POST . TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM."RACKET USE WITH , POST TYPE B.C.D. OR I- STEEL POST ONLY: "T BRACKET STEEL.'r8RACKET USE WITH IUSE POST TYPE (3 -5/8"0 BOLTS POST TYPE B.C.D,E.F,G,H,J OR K. i F. G. H, J OR K FOR POST TYPE J _ @ 3 -SQ. POST WI 3"SQ. POST 3' SQ. POST ALUM."T"BRACKET:' EA. USE (t2 -3/8 0 HILTI SIDE OF POST OR Kw KE�GLTS OR EQUAL I (2 •1/2"0 BOLTS 1 16"INSERT 1/4" M.B. THROUGH STEEL"i'BRACKET: 12 DEPTH OF I F�R ALL OTHER POST SEE NOTES BELOW USE (2)•3/8'0 HILTI KWIK FOOTING OR I x .188" BOLTS OR EQUAL 12" MIN. EMBD. 1 CONDITIONS 4 5 ASTM A36 (2)-3/8"0 HILTI "KWIK"' - (2" MIN. EMBEDMENT DEPTH I I :. STEEL I BOLTS, OR EQUAL, EACH FOR KWIK BOLTS .=,; I , T.O.C. BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB = 2-1/2" ;: SLAB SHALL BE IN GOOD CONDITION 3 1/2" MIN. EXISTING SLAB ATTACHED ALTERNATE FTG, CUBE SIZE 'CUBE SO. 1B" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 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. 3" 43- 'CUBE FOOTING W/ 3 1/2" SLAB FOR SIZE •v n .a POURED CONCRETE FOOTING SEE NOTE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" & 24' CUBE (2)-1/2"0 25- - 30" CUBE (4)-112'0 3 1/4' 31" - 34• CUBE (4)-5/8"0 4" 35" - 39' CUBE (4)-3/4"0 4 314' 40' - 42" CUBE (4)-3/4'0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. NOTES: DRAWN BY; KK tz w COLUMN BRACKET WITH 3XB BM. J w� W/INSERT, MAG. BEAM, 4" OR w o � w COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 2. POST TYPE E S INSTALL WASHER PLATE, 2" X ' `'�'•"�• a SCALE: NONE TRACKET. AND EMBEDMENT (1)•1/2"OM.B. 8269 ALPINE AVE., SACRAMENTO, CA 95826 to I I N AI !1 �f)Op U x9" LONG, 1" SQUARE FROM END - 90, 100 8;110 MPH. SEE FTGS, OF POST SCHED. Lij A SQUARE POST EMBED. NOTES: DRAWN BY; KK 1. DO NOT USE ALUM. "T" COLUMN BRACKET WITH 3XB BM. PATIO COVER SYSTEM AS MFG. BY: W/INSERT, MAG. BEAM, 4" OR 7" I -BEAMS. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 2. POST TYPE E psl INSTALL WASHER PLATE, 2" X " X 0'-5Y" AT STEEL "T" SCALE: NONE TRACKET. AND EMBEDMENT 3. POST TYPE F 8269 ALPINE AVE., SACRAMENTO, CA 95826 DO NOT USE STEEL "T' I I N AI !1 �f)Op U BRACKET W/ 7" I -BEAM. U Il U - 90, 100 8;110 MPH. (916) 452-7021 FAX 403-1519 sales®dumlumaam SHEET 9 OF 29 Lij A NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED <: fT 17 41 3" SQ. POST (STL) - OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.518"THK. ' 1 1/2"9" 1 1/2" 15" 1 1/2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12 - SO. x5/8' B. C,D,F&G 18" SQ. -5/8" 1 B. C, D, F. G, & H FREESTANDING BASE PLATE;ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12"x12"x 5/B- PER I.C.C. ESR -1917 OR EQUAL (4 314" EMBEDMENT DEPTH) (4)- 3/4"0HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8" PER I.C.C. ESR -1917 OR EQUAL 1(4 3/4" EMBEDMENT DEPTH) DRAWN BY; KK TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE L6Ao = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT30 psl DURALUM PRODUCT$, INC.. SCALE: NONE - RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORR. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY:.K.K. 8 D.P. - 90, 100 8;110 MPH. (916) 452-7021 FAX 403-1519 sales®dumlumaam SHEET 9 OF 29 BEAM TO POSTCONNECTION DETAILS OPTIONAL DECORATIVE FASCIA ( WOOD, ALUM. OR HARDBORD) 3" X 8" x.042" BEAM, SQ L OR \)-#10 S.M.S. EA. SIDE (4) -TOT. MAGBEAM. #10 S.M.S. TOP & BOTT. (2) -TOT. 2412 x 1/2" S.M.S. EACH SIDE OF ]' #10 X 1/2" S.M.S. TOP le SO. POST (4 -TOTAL) - BOTT. (2) -TOT. 1 114° ALTERNATE: 1/4'0 BOLT W/ WASHER & ( )- EA. SIDE OF 3' SO. POST' 5 ROOF PANEL 4- + 110• ROLLFORMEO OR F� I EXTRUDED GUTTER .76 I O l FASCIA ALUM. BRACKET X (4)-#14 SDS @ EA. SIDE W�4. #10 S.M.S. @12"O.C. 3"SO, POST TOP & BOTT. TOT.=166 1/2"x2"x .024"RAFTER x 1/2' S.M.S, EACH S10E OF 3" OST (4-TOTAL)RNATE:1!4'0 OLTW/WASHERIDE OF 3" SO. POST - RAFTER "TAIL" TO GUTTER 3" X_ 3" ALUM. OR STEEL POST O. POST - '� L} 3.125" FOR 3 x RAFTER GUTTER FASCIA H - BRACKET TO POST------,:_ z 125" FO 2 x R�FTC-R MAG BEAM 3" SO. POST � 3"SQ. STL. BEAM 1 3 ALUM. ALLOY 3003-H24 `LUM. 3003-H 50 I =.040" 6063-T6 1.50'.' I =.040" 3004=H36`ALUM. 28" � 2� �� ' �1� L-- J .01 >�' T p1 (4) - #8 x ET O SCREWS I# O BRACKET TO RAFTER —2"x3" LATTICE TUBE 1'172" SO. OR PZ �1/2" MIN. 2" LA ICE [UBE ---�--� _ FtS .i. 0 r#82"SMS,2,/2" PS�I,Ui JUN�U 2 200(1 -_0 OR 3 1/2"TY P. — 1 1/2" OR 2" SO. OR 2"x3" LATTICE Z. �r 0 3"O.C. MIN. UP TO 7"O.C. MAX. ' "_ — — — - — NO. 3790 1 2.750" —RAFTER Exp.3i31,oy I (4)°:�,#8.x 3/4" TEK SCREWS LATTICE TUBE TO RAFTER °r BRAC-K\ET TO BEAM 17 "U BRACKET - DRAWN BY: K.K TOM CAMPBELL &ASSOCIATES, INC. BEAM TO POST LIVE LOAD - r � PATIO COVER SYSTEM AS MFG. BY: JOB NO. GFO7-0674 DATE: tan3rzao7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING Ho. 20 a 30 Ps/ R DURAL UM PRODUCTS: INC. , _ • SCALE: NONE - RANCHO CUCAMONGA, CA (951) 741.2107 ATTACHMENT HORI7- WIND - '.' 90, 100 d 110 MPH"` 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 12 OF 29 REVISED BY: K.K. 8 D.P. (916) 452-7021 FAX 403-1519 sales®duralum.com SIMPLE SPLICE 9„ SPLICE DETAILS 0 '1 BEAM TO POST DETAILS C 2) 1 FULL MOMENT (2)# S EA VALLE,ITYP� I am st. II #12 S.M.S. II (e rot. Np THICKNESS = .035 (24 TOT 11 TYP. THICKN IEISS =.035" 6.38" 11 I II { + { ++ + + + + ++ ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED - - __ NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR 1 IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SQ. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. ." (6061-T8) ALTERNATE I I TO POST W/(2)-1/2"0 C BEAM THRU-BOLTS 3 TOTAL= (8)-112"0 BOLTS NN l N U 2 70 _..._..-----._.._—.... --------------- i SO POST 1.001, 0 0 1. Cq� ��` BEAM TO POST CONN. SPLICE WHERE 2'00" � a OCCURS 411 .^yI ,~•-`I (�' _.070 0.37948 i TYP. ° ° P. 3/31 /69 I ALUM. ALLOY 6063-T6 4 I -BEAM 3'-0" MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WH Occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE #12 METAL BACKED, NEOPRENE WASHERED TEK SCREWS ® 8"O.C. AX. STAGGER IN BEAM FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR / (4)-i/4"0-M.B. BEAM 7"x4" ALUM. "I" BM. // TO BRACKET 2- 3/B"0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE � y ALTERNATE BEAM TO POST CONN ' DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 I: COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING B�'M 10, 20 b130 psf DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 SPLICE DET HORIZ WIND = ^ 82fi9 ALPINE AVE.; SACRAMENTO. CA 95826 SHEET 11 OF 29 REVISED BYI' K.K. b D.P. • • 90, 100 8 110 MPH , (976).452.7021 FAX 403.1519 sales®duralum.com 1 Lt0#;CT 9 CMPH_EREESTANDA ATTACHED-OPEN-LATTICEPATIOS--12-0 R LESS EXP. B &`C° TOM CAMPBELL & ASSO RTES, INC. fa- D O m 1 OZ m y- L� a Z 2 w O 3" SO. STEEL BEAM ' .. DBL. 3"x8"x.042' BEAM ATT. FTG. (IN.) DBL.2"x6.5"x.032" r—OR'T x8"BEAM"y BEAM ATT. FTG (IN.) 3"x8" BEAMw/INSERT RANCHO Cl1CAMONGA, CA"(951) 741.2107 AND AT ATT. FTG. (IN.) (916 ALPINE AVE., SACRAMENTO. CA 95826 9j6 452`-7021' FAX 403=1519 sales duralum.com ( ) (dl IQ— DO �' F MINIMUM NO. OF POST FOOTNOTE: ' MAX.POST SPACING FREESTAND 108L.L 90 MPH ATT. FTG. (IN.) MAX.POST SPACING FREESTAND MAX POST SPACING FOR DBL. 2" x 8.5x.032' i MAX POST-; SPACINGLD .FOR 3" x 8" BEAM ` 'FREESTAND MAX.POST SPACING FREESTAND POST TYPE 1 POST TYPE 2 FTG. (IN.) MIN• POST TYPE" FTG. (IN.) MIN• POST TYPE FTG, (IN.) , MIN. POST TYPE FTG (IN.) MIN POST TYPE EXP. 8 EXP. C EXP.El EXP. C 4' 27 25'-4' 17'-4' 28 G 22 23'-10" 3'-2" 33. G 23 1s -a 5'-7" 16�' 16'-4" 28 'G 20 32 0 31'-0" 33 G s' 2 2 2 2 5' 20'-3" 16'-1" 28 G 23 " 21 20:_8,: 33 G 24 1'4'-8" 13'-11' 14'-8" , 14'-8' 28 G 21 28'-7" 7'-9' 33 G 28 7' 2 2 2 2 £' 16'-10" 15'-2" 28 G 24 ?9'-6" 18'-10' 33 G 24 13' 4" 12'-8" 13' 4" r 13' 4' 128 + G 21 26'-2'' 5' 4" 33- G 28 e 2 2 2 2 7' 14'-6" 14'-4" 28 G 25 18.1„ ; 17,-6=:' 33 G 25 12' 4" 1' 9" 12'�"- 12 4„ 28 G 22 1.24'-2;-"33 3,_5„ G 29 s,. 2 3 2 2 12'-8" 13'-9" 28 G 26 ' 16'-4" 28. G 25 11'-7" 11'-0' 11'-7" 11'-7" 26 G 22 22'-8" 11-11 33 G 30 1D 2 .3 2 2 8' 11'-3" .13'-3" 28 G 26 15'-15; 5 , 28 G 26 10'-110' a 10'-1 �'0 1 26 G 23 21'�l0 8 33 G 30 �1 3 3 2 2 9'_ 10'-2" 12'-9" 2g " G -27 7' 1 15,_2,: 14 28 G 26 10'-4" ic 10'-4" 26 G 23 20'-3" 33 G 31 12' 3 3 2 2 10' 12'-4" 28 G 28 14,_5„ . :. 13'-11" 28 G 27 T-10" 9'-4" 9'-10" 9'-10' 26 G.. 24 19'x" 18'-8" 33, G 13' 3 4 2 2. 32 8'-5" 12'-0" 26 G 28 13'-9" 3'-4"-,-'q--0"9'-5" 28 G 27 9'-5" T' 5" 26 G 24 18'-6" 7'-10" 33 : G 14• 3 4 2 2 12' 32 7'-9"" 11'-8" 28 H 29 13'- 12'-10" 28 H 28 9'-1" 8'-8" 9'-i" 9'-1" 28 - H 24 17'-9" 17'-2 28, H 32 16 3 4 2 3 13' 7'-3" 11'-5" 28 H 29 12'-9" 28 H 28 8, 9" 8'_9" 28 H 25 17'-1" 28, H 33 16' 4 4 2 3 14' 15' 6'-9" 11'-2" 2$ H 30 12'1'-11' 28 H 28 8'-5" 8' o„ 6-5 8' S„ 28 H 25 16'-s'6 28 H 33 17' 4 5 2 3 6'-4" 10'-11" 28 H 30 11'-1;'1 6 28 H 29 8'-2" 7, 9„ 8-2 8, 2„ 28 H 25 16' $,-6„ 28 H 18' 4 5 2 3 16' 34 17' S'-11" 10'-8" 2$ H 30 -7 ,'-2... 28 H 29 T-11" 7' 6" T-11" T-11' 28 H 25 15'-6" 28 H 34 ,s' 4 5 3 3 18' 34 5'-8" . 10'-6" 28 H 31 0'-10" 28 H 29 7-8 7, „. 7,$,. 7 8 28 H 26 15'_14' 7= 28 H zD' 4 5 3 3 19'10'-4" 20 33 H 31' 11,_0" '; 10'-T ; 33 Fi 29 T-6" T 2" 7'-6" T-6" 33 H 26 14,_8,: 14'-3" 33 H 35 FOOTNOTE: ' HEADER AND OR MIN. NO. OF POST GEED 35 ALLOUIRED SPACING MUST OWABLE SLAB SPACING 5'_1" 10'-2" 33 H 31 10 8" 10,x„ 33 H ; 7' 4" 7, 33' H 26 14' 3'-10" 33 H REPRESENTS LENGTH OF CUBED FOOTING WITHOUT OCCURS, CUBED FOOTING OF SLAB. SIZE �0 ' F- Y �� IVO, 3794.afr- EXP' 313 • `e .IUN - �' -Z (l 2 2000 - FOOTNOTE: FOOTNOTE:, COL. COL. "SAMPLE" TYPES TYPES 1 =.024" 2 =.032" NOTE: FOOTING SHOWN EACH SIDE WHERE SLAB OR LESSER MUST BE USED SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTING! MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. FIGURE INDICATES EXPOSURE B FIGURE INDICATES'EXPOSURE C SEE ALTERNATE SHT. 9 FOR FOOTING TABLES ATTACHED &SHT. 23 FOR FREESTANDING 7 I ADDITIONAL FOOTNOTE: WHERE ONLY _-= - . -ONE FIGURE SHOWN INDICATES EXPrB & C. . DRAWN 8r: K.K. TOM CAMPBELL & ASSO RTES, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 1 02 3120 0 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING' POST SPACING TABLE FREESTANDING 10, 20 8 30 s1 P DURALUM PRODUCTS, INC' SCALE: NONE REVISED BY: K.K. B D.P. RANCHO Cl1CAMONGA, CA"(951) 741.2107 AND AT HORI2. WIND = '^ gU,100 8 110 MPH (916 ALPINE AVE., SACRAMENTO. CA 95826 9j6 452`-7021' FAX 403=1519 sales duralum.com ( ) (dl ..SHEET 24 OF 29 108L.L 90 MPH 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 121 OR LESS EXP -B&C } o m O Z m c1- 5 a Z 2 m o 7" I -BEAM 110 MPH WIDTH DBL. 3"x8"x.04211BM EXB&C DBL.2"x6.5"x,032" BEAM OR 3"x8' BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAMw/INSERT MAKPOST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 8 BEAM FREESTAND ATTACHED MAX.POST SPACING 18" DEEP 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 POST TYPE 4' 6'-2" 19'-5" 37 J 24 F 11'-9" 32 j 22 B 8'-0" 8'4" 28 j 19 B 15'-9" 32 J 22 C� s' 4'-10" 17'-4' 32 ,J 25 F 10'-6" 32 J 22 B T-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 C 6. 4'-0" 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6'-6" 6'-9" 28 21 B 12'-10" 32 J 24 C� 7' T-6" 14'-6" 32 J 26 F T-11" 28 J 24 B 6'-0" 6'-3" 26 J 21 B 11'-11" 28 J 25 c B. T-1" 13'-9" 32 J 27 F 8'-4" 28 j 24 B 5'-8" 5'-10" 26 J 22 'B 11'-2" 28 J 25 EX 91 13'-0" 32 J 27 F T-10" 28 j 25 B 5'-4" 5'-6" 28 J 22 B 10'-6" 28 J 26 EX 10, 12'-3" 32 J 28 F T-5" 28 J 25 B 5'-0" 5'-3" 28 J 23 B 10'-0" 28 J 26 E� 11' 11'-9" 28 J 28 F T-1" 28 J 26 B 5'-0" 28 23 B 9'-6" 28 J 26 E/ 12' 11'-3" 28 J 29 F 6'-9" Z8 J 26 B 9'-1" 28 J 27 1 13' 10'-9" 32 K 29 F 6'-6" 32 K 26 B 8'-9" 32 K 27 E 1 14' 10'-4" 32 K 30 F 6'-3" 32 K 27 B 8'-5" 32 K 28 E I JUN (),?.709 FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B --aFIGUREINDICATES EXPOSURE CRt,JIU/Ve, :moo ` CAtijp Fye; ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. r m, (D tZ- Np. 3T948 ; I 3131 09 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Cin WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3'-4" SQ x T-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP ATTACKED 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB N0. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDINGHORIZ. 10. 20 d 30 Psf DURALUM PRODUCTS, INC. lW0452-702i SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 ATTACKED WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED 8Y: K.K.6 D.P. �AN�D 90.100 b 110 MPH FAX 403-1519 solesAdufalummm SHEET 23 OF 29 Sin # City of La Quinta Building at Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet. Permit # CR �� Project Address:' •. ? - - Owner's Name.- Ct. A. P. Number: Address: - Legal Description: City, ST, Zip: Z Contractor: /FE%/ME 7-1 Dei Telephone: . _ +" f Address: �� QX j gQ� Project Description: ^ - City, ST, zip: �A QC7/NTi4 eA �� _s- t --7-(;- - — - - _ jTelephone: /t00 " 77�.J�', mac , m<x - r G:�t - .IL State Lie. # : /3 -77D9 -T 5 City Lic. #:•.3x58 Arch., Engr., Designer: ~- ` _ 4<21 Address: e City, ST, Zip: .Telephone: i'Ew �$?i IA =h State Lic. #: `*??a,t,=�,x•�: v.;; Name of Contact Person: C,% arle5 / Construction Type: Occupancy: Project type (circle one): New Add'n .-Alter Repair Demo Sq. Ft : #Stories: # Units: Telephone # of Contact Person: !� � Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING. PERNIIT FEES Plan'Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready forr-correctionslissue Electrical .. Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. A#pr Date of permit issue School Fees Total Permit Fees