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08-1318 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 08-00001318 Property Address: 47815 ENDLESS SKY APN: 649-030-069-133 -31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Application valuation: 1796 Tiltt 4 " r BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Appy ant: / Architect or r: �b /W LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Clss: B Eieense No.: 770843 Date Contracto OWNER -BUILDER D CLARATION I hereby affirm under penalty rjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within - one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I _ I 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 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: PEARSON BUD 47815 ENDLESS SKY LA QUINTA, CA 92253 ( Fro Contractor: LIFETIME PATIOS P.O. BOX 5806 LA QUINTA, CA 92 (760)772-0013 Lic. No.: 770843 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/04/08 auc o4 zoos ID CITY OF ( 4 WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: 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, andagreethat, if I should become subject to the workers' compensation provisions of Section 70��0 of the Lab [[al4iecF[ateritb,comply ith those provisions. Date, 7 Applica i WARNING: FAILURE TO ECUR WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYE TO IMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). 1 DITION 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,Q4k**en-"dJiereby authorize representatives of this��yyu y [ enter upon the above -mention pro [y for inspection pur es. Dat e• Signature (Applicant or A t Application Number . . . . . 08-00001318 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 41.00 Plan Check Fee 26.65 Issue Date . . . . Valuation . . . . 1796 Expiration Date 1/31/09 Qty Unit ChargePer Extension BASE FEE 15.00 13.00 2.0000 HND BLDG L 501-2,000 26.00 --------------------------------------------------------------------------- Special Notes and Comments 135 SQUARE FEET WEATHERWOOD PATIO COVER PER APPROVED PLANS / OPEN LATTICE ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES 50 Fee summary Charged ----------------- Paid Credited Due --------------------- Permit Fee Total 41.00 ---------- .00 ---------- .00 41.00 Plan Check Total 26.65 .00 .00 26.65 Other Fee Total .50 .00 .00 .50 Grand Total 68.15 .00 .00 68.15 LQPERMIT ct o 611, Q 8FS � un 60.80FL--1.1 t 1 00 z • e2' PLAN ; `oe - 1J2APPR D BY PLANNING P RTM T { r., �""" ^ "�►Y DATE - O EXHIBIT CASE NO. 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. _-- - - _.___1 Sincerely, l Tom Campbell, PE Site Information r � No. 37M m EV. 3/31109 kCNIL : OF CAL' Owner's Name Address L41 QI r.>' eM I LG.S5 �? K Y City/Town LA C,l,yt State Ot . e Z, Z,5'-3 GENERAL NOTES: PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GOVERNING CODES: 1. THE, 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 ALUMINUM MANUAL -ADM 1-00. DRAWING NOTES: 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 00 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 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 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 & 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. 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 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 HILTI KWIK BOLT TZ CARBON STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED MIRY 0 2000 '= No. 37W Exp. "1/06 '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 B AND 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 B 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 & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: '10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psi DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29 RFVISED BY- K K A D P on 1nnA11n MPH /a1F14.s7_7n7i Fox 4n;1_151R ani --lair i-nnm RAFTER, SEE TABLE FOR SRE AND SPACING - MAX. PROD. i SEE SCHEDULE MAX. O.H. O 75 e. F 25%OF SPAN OFpOs�sp Ry 'aC41,�G I POST HEIGHT J�J SEE SC EOULE 7 f LENGTH OF STRUCTURE VARIES NN NOTE:, EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER SCALI ,-TYPE-"F" ATTACHED SING RAFTER, SEE TABLE MAX. FOR SIZE SEE SI AND SPACING MAX. O.H. O.H 25% OF SPAN -,eOST HEIGHT LENGTH OF STRUCTURE VARIES OPEN LATTICE TYPES PLA;ig 'ACHME WHERE FOOTING WHERE REQUIRED. / y SEE SCHED. FOR FOOTING CU -49 i S NOTE: THIS OPEN E ENCLOSED STC. RU ,MAY NOT -BE ENCIOSED_OR CO � O NOTE: THIS OPEN L MAY NOT BE NO. Ev. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROD. MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACING "%k0L MAX. O. H. 1 "POST HEIGHT SEEICHEDUL LENGTH OF STRUCTURE VARIES j:rAQTE: EACH COMPONENT IS INTER- \ FABLE WITH ANY OTHER ENT UNLESS OTHERWISE SHOWN. X44 li PE "F" ATTACHED M 7948 rr— M., zb'. MAY 3 0 7008 PROD. SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACING MAX.D.H �S'g0 O�25%OF SPAN HEIGHT R�-/Sr/NG B`/7p/NG - 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 e� MAY NOT BE ENCLOSED OR COVERED. /'p ^ SEE POST OETAI� • LENGTH OF STRUCTURE VARIES LIVE LOAD = - SFFT DATE: 10/232007 COMMERCIAUAND RESIDENTIAL STRUCTURAL ENGINEERING POST CR SS -SECTION, DURALUM PRODUCTS, INC. S�cF T3 SCALE: NONE SEE POST DET L NOTE: EACH COMPONENT IS INTER- Dos H1nv a useD a T�<Fc SHEET 3 OF 29 ' CHANGEABLE WITH ANY OTHER 6FFT SpgCi I TO FOCONSTRRAAI G. SEE°og 90,100 & 110 MPH .,. SLAB Nur BE USED COMPONTENT UNLESS OTHERWISE SHOWN. �<F He SCHEDULE NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER 3FFT S'Ogc qe�F NG G. sOCHE u EE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED SCALE: N75 FOR FOOTING CUBE SIZE SEE SCHED.FO SEE SCHED. FOR FOOTINGCUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAUAND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 & 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES IZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 29 REVISED BY: K.K. & D.P. 90,100 & 110 MPH .,. (916) 452-7021 FAX 403-1519 sales®duralum.com SOLID PANEL TYPES ATTACHMENT CHANNELCENGT ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ANDSHACOFSTRUCT ALUMINUM SEE DETAILS ROOF PANEL SEE SCHEDULE HE PROJE TON FENS THAN ARIES S FOR EE HEDULE MIN. OS' SLOPE PER FT. R SPANS SPANS O. SPAN0. "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% OF SPAN 1 OF SPAN SEE DETAIL FOR SPLICE -� SEE DETAIL FOR SPLICE \ La 0 POST POSTOPTIONAL: CANTILEVER SQ. POSTS, SIZE VARIES SEE SCI�gCING EDUCES SEE SCHEDULE FOR POST SPACING COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MAY BE USED ALTERNATE: 3 1/2" SLAB ATTACHMENT�S MAY BE USED WHERE ALTERNATE: �OT TO E OFSPq kCEED PERMITTED. SINGLE POST N SEE SCHEDULE SEE SCHEDULE ALTERNATE: MAX. HT., 12' SEE SCHEDULE Q c id, . HT.= 12' Y 3 0 2008 FOOTING, SEE NOTE: NO SPLICE AT THIS MA J POST ANDA END BAYS. FOOTING WHERE REQUIRED ✓ , J G(� SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTE♦� CHANGEABLE WITH ANY OTHER O T/11C It All ATTA e' I Irl -1 C%IK If- I r nnA COMPONTENT UNLESS OTHERWIS� AI 1A11! A\ITII r\7r'I-l_/1--1 ALUMINUM ROOF PANEL 0. SEE SCHEDULE }� FOR SPANS 0 "O.H." NOT TO EXCEED 259% OF SPAN SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE \ La 0 POST SD. POSTS, SIZE VARIES SP SEE SCH,CING DUCES SD. POSTS, SIZE VARIES SEE SCH EDUCES 3 1/2" SLAB COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING MAY BE USED ALTERNATE: TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULE STRUCTURES (AIA y NOT BE ENCl05Ep ) SEE SCHEDULE FOR POST SPACIN .255. FS F CEEO SPLICE AT THIS AT END BAYS. o m SEE DETAIL FOR SPLICE \ La 0 BEAM POST SP ACINO _ = SD. POSTS, SIZE VARIES SEE SCH EDUCES SEESC PACING COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SQ. POSTS, SIZE VARIES i 3 1/2" SLAB ATTACHMENT .n iv MAY BE USED WHERE ALTERNATE: STRUCTURES PERMITTED. SINGLE POST ALTERNATE: SEE SCHEDULE SEE SCHEDULE Q c id, . HT.= 12' Y 3 0 2008 FOOTING, SEE • MA J ERE REQUIRED , J S LE FOR FOOTING CUBE SIZE 'rile HE PRO EC ION F N S OHEO OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 25/" OFSP 'NOTENO SPLICE AT THIS POST AND AT END BAYS— NOTE: AYS NOTE: EACH COMPONENT IS INTER - 3 CHANGEABLE WITH ANY OTHER NO No"�/9 COMPONTENT UNLESS OTHERWISE SHOWN. !T'3 IA 111"t 11 ATTA/�I IP'Cl RAM TIC�CIA AI IAI/ AAITII r%11 rs /'11"1T1l111 �J ALUMINUM ROOF PANEL MIN. 0.5' SLOPE PER FT. SEE SCHEDULE FOR SPANS 0 "O.H " NOT TO EXCEED 25% OF SPAN � (Mq y HOT BE ENCCOSEp ; SEE SCHEDULE FOR P!)ST SPACING OF SP EXCEED SPLICE A THIS AT END BeYS. FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE /�/ SEE SCHEDULE FOR FOOTING CUBE SIZE /��l/ NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE 1'D" FREESTANDING MULTISPAN W/CANTILEVER OPTION SEE DETAIL FOR SPLICE TOM CAMPBELL & ASSOCIATES. INC. BEAM LIVE LOAD = POST JOB NO. GF07-0674 SEESC PACING COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SQ. POSTS, SIZE VARIES HEpUCES DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE 3 1/2" SLAB STRUCTURES HORIZ. WIND = MAY BE USED ALTERNATE: TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE SCHEDULE � (Mq y HOT BE ENCCOSEp ; SEE SCHEDULE FOR P!)ST SPACING OF SP EXCEED SPLICE A THIS AT END BeYS. FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED _/ SEE SCHEDULE FOR FOOTING CUBE SIZE /�/ SEE SCHEDULE FOR FOOTING CUBE SIZE /��l/ NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE 1'D" FREESTANDING MULTISPAN W/CANTILEVER OPTION DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1023/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10. 20 d 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29 REVISED BY: K.K. 8 O.P. 90. 100 d 110 MPH FAX 403-1519 sales(C}duralum.com r RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM. ALLOY 3004-H36 3„ 6.5" �-�j 3.0" 2•• 8.0" � OR EQUAL I-� MAX. 2•• I-�-- * SEE NOTE BELOW ALUM. ALLOY 3004•H36 OR EQUAL '042 ALUM. ALLOY 3004-1136 024" .024" OR EQUAL ~--E.042" 032" .032" *SEE NOTE BELOW s 2 x 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER �� 3 x 8" RAFTER v 100 MPH 110 MPH m 0 100 MPH 110 MPH " c 100 MPH 110 MPH L.L.= "T' 90 MPH L.L.= "T' O 90 MPH L.L.= T' c� 90 MPH (PSF) (IN.) o EXP. B EXP.C- =EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) c.L o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 16" 14,-4„ 13'_0„ 13,_0„ 11,_8„ 12,_10„ 11,4„ 024 16 20'_3„ 18'4" 16,-4„ 16,_6„ 16,_1„ 16,_0" 16" 26,_2„ 25._7, 25'_7, 22'-6 25'_2„ 21,_2„ r _ J .024 .042 24"1 11,_6„ 10,_7,1 10,_7. 9'-6" 10,-4„ 9'-3" 10 24„ 16,_6„ 15,_0„ 15,_0„ 13,_6„ 14,_5, 13,_1" 10 24„ 23,_0„ 20,_10„ 20,_10„ 16,_9„ 20,-6„ 16,_2„ 16" 19,_1„ 17,4" 17,-4„ 15'-0" 17,_1„ 15,4„ 16" 27,_0„ 24'-6" 24'-0" 22,_0„24,_2„ 21'-4" 110 .032 .032 24„ 15,-6„ 14,_2" 14,_2" 12,_8„ 113'-11" 12,_3 24" 22,-0" 20,_0„ 20,_0„ 16,_0„ 19,_6„ 17'-0" 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,_7, 16" 21,_0„ 21,_0„ 21,_0„ 21,_0„ 21,_0„ 21,_0„ .042 .024 .042 24" .21'-0" 19,_6„ 19,-5„ 17,_6., 18'-g' 17.0„ 20 24" 12,_4„ 12,_4„ 12'4" 12,_4„ 12'4" 12'4" 20 24" 17'-2" 17,_2., 17,_7, 17'_2„ 17,_7, 17,_7, 16" 10,_6„ 10'_6„ 10,_6„ 10,_6„ 10,_6„ 10'-B" 16" 20,_7, 20,_7, 20,_7, 20,_7, 20,_7, 20,_7, 024 .032 24" 16,_6„ 16,_6„ 16,-6„ 16,_6„ 16,_6„ 16,_6„ 24„ 6,_9„ 6,_9., 6,_9„ 6,_9„ 6,_9„ 6,_9„ 16" 14,_3„ 14,_3., 14,_3„ 14,_3„ 14,_3" 14'_3" 16" 12,_5, 12,_5' 12,_5, 12,_5, 12'_5" 12,_5' 16" 17,_3„ 17,_3„ 17'_3„ 17,_3.," 17,_3,. 20 .032 24„ .024 .042 11,_6„ 11,_8" 11,_6„ 11,_6„ 11,_6., 11,_6„ 30 24, 10,_7, 10,_7, 10,_7, 10'-2„ 10,_7, 10'_7' 30 24" 14.2" 14'_2„ 14'_2" 14,_7, 14'-2" 14,_7, 16" 19,_8„ 19,_6„ 19,_8„ 19,_8'. 19,_6„ 19,_6„ 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,_6„ 13'-6" 13'-0" 13,-6„ 13'_6„ 13,_6„ 024 16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING �G ®Lj 24" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" BETWEEN MAY BE USED AT 32" D.C. OR 48" o. �BPSINGLE RAFTER SPANS ARE NOT EXCEEDED. J. 16„ 11,_9„ 11,_9„ 11,_9„ 11,_9„ 11,_9„ 11,_9„ o r �� MAS rJjO 30 .032 qq MAY r) O 2008 24" 9, 7„ 9, 7„ 9, 7„ 9, 7„ 9, 7„ 9, 7„ 16" 13'-6" 13'-6" 13.6„ 13.6„ 13'-6" 13'-6" PROJECTION SPAN .042 �� p � - 13,_3„ 13,_3„ 13,_3„ 13,_3„ 13,_3„ Frp 3A TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) �,� c�V� 3 9 0. H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20�„ h 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 ryr11A TRIBUTARY TRIBUTARY= 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 WIDTH 1/2 SPAN + O.H. 2' S 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 J. NOTE: TRIBUTARY ON MULTIPLE SPANS IS 4' - - - 9 9 10 10 11 11 12 1 12 13 13 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN 5' - - - - - 11 11 12 12 13 1 13 14 14 1 15 15 16 DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD =PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10.208 30 psl DURALUM PRODUCT$, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH 1(916) 452.7021 FAX 403.1519 salesOduralum.com SHEET 6 OF 29 PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C ............. 24"300" 24" TRI—'V" PAN Q�nFESSI'Q L.L.= PSF 90- MPH 100- MPH 110 -MPH 1' SAMA P 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 0� " Igo. 379a 20 #10 S.M.S. #10 S.M.S. #12`S -.M -S. 31 SIO 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 12" x:3 1/2" W PANEL 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 torc.-m 750" .440" .860" MAY 3 0 7000 1 OPTIX® PRODUCTS ACRYLIC PER R9.250 I.C.C. E.R. 5411 OR EQUAL _IGHT DETAIL 1 SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS 100- MPH t=.020" t=.024" t=.032" t=.040" #10 S.M.S. 6" 8" 6" 8" 6" 8" 6" 8" 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 7'-1" T-1" 8'-4" 8'-4" 9'-10" 9'-10" 10'-8" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS CT 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. 6" / 8"x2 1/2" FLAT PAN W/(2)—V'S DRAWN BY: K.K. TOM CAMPBELL R ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 PANEL FASTENERS HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 5 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales@dumium.com I HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 1.50" WALL FASTENERS 06Q -_ SEE TABLE ,152"-jII II II `O WALL N MFASTENERS AY JS" . O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET.\c .01 .281" ALUM.ALLOY 6063-T6 .060"1 500. B EXTRUDED HANGER CHA NEL ALUM. PANEL 2x O� 3x ALUM. RAFTER FASCIA BOARDEXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAVES EXISTING EAVE CONNECTION ( 2 .25"R #10 SMS @ PANEL LOCKS OR #8 SMS 4" ALLOWABLE DECK / RAFTER SPAN AT EA. CONTACT AT 2x FASCIA I AT MASONRY OR MDESIGN LL=30 W/ SIMPSON A35 16" O.C. CONCRETE DURALUM PRODUCTS, INC. CONTINUOUS A- RAIL LL=10 LL=20 LL=30 ROOF PANEL 3 (WHERE OCCURS) LL=30 90 A BorD BorD C J J ALUM.ALLOY 100 BorC BorD BorD F 6063-T6 J J 010 SMS @EA. CONTACT T w ALUM.ALLOY 6063-T6 E E E J J K WALL CONNECTION O I.R. HANGERC 2.740" T=.060" - WALL FASTENERS SEE TABLE EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) ALLOWABLE DECK / RAFTER SPAN WIND AT 2x FASCIA AT WOOD STUD AT MASONRY OR MDESIGN LL=30 W/ SIMPSON A35 16" O.C. CONCRETE DURALUM PRODUCTS, INC. 13._10" LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD BorD E E E J J K 100 BorC BorD BorD E. E E J J K 110 D BorD BorD E E E J J K 2'-0" 29'-3" 25'-0" 16'-9" It DESCRIPTION OF LAG SCREW SEE NOTE BELOW) z z A=3/8" O x 1 1/2" @ 12" O.C. E=3/8" O x 4" @ O.C. EACH STUD haw 8=3/8"O x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD QnN C=7/16"O x 1 1/2" @ 10" O.C. J=1/4"Ox1 1/8"@16" A.B. LL O)� D=7/16"Ox 1 1/2" @ 12" O.C. K=1/4"Ox11/8"@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" FULL OR 16" O.C. 10. 20 8 30 psf DURALUM PRODUCTS, INC. 13._10" 9._3., 2'-0" 11'-8" 8'-8" 5'-10" 2" x 4"l'-6" FULL 24" O.C. 8269 ALPINE AVE., SACRAMENTO, CA 95826 10'-8" 8'-3" 5'-6" 2'-0" 7'-0" 4'-6" T-0" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-6" 14'-0" g'-6" 2"x8" FULL 24" O.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" Ox5" 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 1 1/2" APPROVED 3" OR 4" N INSUL. ROOF PANEL1�1 C) j�10 SMS T&B }-1.880' AT 12" O.C. 3 0 200 Q—FEsslu/v Np. 37948 \ EXP 3131109 7 /4" OR 1 1/2" �I(\EXISTING W000 STUD FRAMING/ 2EACH 1/4"0011.3-1/2" LAG SCREWS L.L.=10 sf ! /J 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf � JJ RAFTER TO WALL CONNECTION�� 1 114" \ FOR SPAN SEE ALLOWABLE OECK/RAFTER SPAN TABLE EAVE LENGTH �I 7.5 OR 2x8 LEDGER RAFTER c�\ 3 1/2" W.S. )-910x1 3/4" PATIO COVER - - '- - - -r - NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. DRAWN BY: K.K. SHINGLE ROOFING TO PROVIDE SEAL 10# L.L.=(2)#8 SMS EA. SIDE /20#/30#L.L.=(2)#10-SMS EA. SIDE U -BRACKET - \� 1 3/4' OR 1 1/2" tl � 3/16" 8" 0 STEEL 0 114"0 HOLES,TYP. 0 NOTE: PROVIDE WATER 8' O PROTECTION, METAL FLASHING 2x61/2" 5" MIN. OR 8 RAFTER BRACKET CONNECTION 4/ BELOW RAFTER W/ O r CAUCK JOINTS AND SLOPE O" I TO DRAIN TYPICAL BRACKET AT EVERY 2x /4" OR 1 1/2" �I(\EXISTING W000 STUD FRAMING/ 2EACH 1/4"0011.3-1/2" LAG SCREWS L.L.=10 sf ! /J 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf � JJ RAFTER TO WALL CONNECTION�� 1 114" \ FOR SPAN SEE ALLOWABLE OECK/RAFTER SPAN TABLE EAVE LENGTH �I 7.5 OR 2x8 LEDGER RAFTER c�\ 3 1/2" W.S. )-910x1 3/4" PATIO COVER - - '- - - -r - NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. DRAWN BY: K.K. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET LIVE LOAD= MAY BE MOUNTED BRACKET CONNECTION 4/ BELOW RAFTER W/ DATE: 10238007 SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10238007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL AND BRACKET 10. 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 ATTACHMENTS HORIZ WIND = 90, 1001& 110 MPH1(916)452-7021SHEET 8269 ALPINE AVE., SACRAMENTO, CA 95826 7 OF 29 REVISED BY: K.K. 8 D.P. FAX 403.1519 sales@dumium.mm COLUMN / POST TYPES &.SURFACE MOUNT ATTACHMENT DETAILS /� f r3" �`� 3.00" SQ. 3.00" SQ. I G-3"SQ.xt-.188" �I 3.00"SQ. If 032"T@EA 10 SMS 'I v� 024"24",OO NK =3"SQ.xt=.250. SIDE ' � c �I =4"SQ.xt=.188"/6.5" ,. .075" GI 1TYR .040" ALUM.=5"sQ.xt=.166" 032" TYP. .048"STEEL 1 .024" O O 3.0"A.0" OR 5.0" B 5/8" PLASTIC PLUG 28 n 3" SQ. ALUM. POST 3" SQ. ALUM. POST.-,-, 3 MAG POST SQUARE �Qy WITH SIDE PLATES`? OD . A EEL 3s 3" SQ. ALUM. POST STEEL POST Q �11Ut) ALUM. ALLOY 3004-H36 k -,ALUM.-ALLOY-3C 04-H36,J 3° SQ. STEEL POST ASTM A36 GRADE 40 _ASTM A653 GRADE ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" ORS\ 2.0" �Q CAMP /yCj.' 6063 T5 2.40 Q��• BF 2F1.375" CL 7/16" OHOLE .56" 2 FLANGES V Q- �f / 0 \ � F 2 1/8" APART JU ! 0 X75 1125" z.s„ — X 5 DRAWN BY: K.K. f LIVE LonD = PATIO COVER SYSTEM AS MFG. BY: ASTM GRADE 40 STEEL DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 30 psl 10, 20 'W1 DURALUM PRODUCTS, INC. + 7 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 8 OF 29 REVISED BY: K.K. 6 D.P. r `_ 30.�3�) 90, 1008 110 MPH (9161452-7021 FAX 403.1519 sales@dvmIum.com .75" .75" BASE FLARES yy 0 157"TO 3"WIDE EA. 1.60" TYP_1 SIDE OF FLANGES 1.50 INSTALL WASH. PLATE USE FOR 3" POST ONLY 1 D O9O° TYP. 5.50" ' 1%"x 5/16"x 5YZ" WHEN USING Q 1-7/16"0 HOLE - IN 116 MPH WIND AREA � / � 2- 5/16"0 HOLES &TYPBEA. SIDE .090',BRACKET FOR Y POSTS ALUM "T" BRACKET/ STEEL "T" BRACKET 5 T=.060" TYP. 6 -3/8" LAG SCREWS OR �3 4;-1/4" LAG SCREWS 2 tle 2 1/8 "T' BRACKET (2.5" PENS. INTO WALL) 7/8 @ 3"SQ. POST/ ,j J Q 1 SMS EA. SIDE OF POST OR 3- SO. ALUM POST 3 I -� / 0 1' 2 .1/4" M.B. THROUGH 6 I POST T) I X w - L/ 7 GA. PL. (.18'1 3" I 11/16"0 ROD 3/16" T1112 1 1040 STL. -� AUGER PARTS PAINTED20" 20 ' RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: 2 1/27x 2 1/2" 3" 3" OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B.x _t 7 GA. STL. OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA., 9 GA. —<,\ I — -i — - 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 3/16" •. 3" x 8" ALUM. HEADER SINGLE PASS WELDED NOTE: STEEL PLATE ASTM A36 T "H" BRACKET AUGER ANCHOR_ MAY BE USED WITH PARTS PAINTED AR - 3"SO. ALUM. POST "RUST-LEUM OR EQUAL HEADER BRACKET ONLY. OR HOT DIPPED GALVANIZED NATE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED 'I USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. Crr rnnir Ci Aa onCT Coerixir- real r cno zoeruar_ STEEL FOOTING 6 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LonD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN / 30 psl 10, 20 'W1 DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 8 OF 29 REVISED BY: K.K. 6 D.P. 90, 1008 110 MPH (9161452-7021 FAX 403.1519 sales@dvmIum.com COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM."T"BRACKET USE WITH POST TYPE B.C.D. OR E STEEL POST ONLY: . BRACKET. STEEL."T'BRACKET USE WITH I USE POST TYPE (3)-5/8"0 BOLTS @ 3 -SO. POST W/ '! POST TYPE B,C,O,E.F,G.H,J OR K. I F. G, H, J OR K FOR POST TYPE J 3"SQ. POST (2)-#12 SMS EA. 3"S0. Pos7 / USE f21 CE -3 B"OHITI ! 4 5" SIDE OF POST OR KwIK d-3/8"O OR EQUAL 1 1 STEEL."T"BRACKET: 1/2 DEPTH OF 1 1 (2)-1/2"0 BOLTS 1 16"INSERT 1l4" M.B. THROUGH USE (2)-3. 0 HILTI KWIK FOOTING OR I ' FOR ALL OTHER I X.188" POST 1 SEE NOTES BELOW I CONDITIONS 4-! " BOLTS OR EQUAL 12" MIN. EMBD. I IASTM A36 (2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH I STEEL / FOR WAK BOLTS ' BOLTS, OR EQUAL, EACH 1: I ' T_O.C: BRACKET TO SLAB. MINIMUM DISTANCE TO 2' .BASE PLT EDGE OF SLAB = 2-1/2"t d ri wf RASP PI T LU w ASTM A572 STEEL o DE TH e m m 3/16" SLAB SHALL BE IN c POURED CONCRETE •;- F 1Un GOOD CONDITION FOOTING SEE NOTE d ... .: •,,.:,::.;.. w 3" SO. POST (STL.) �7 FOR SIZE (1)-12"0M.8, OR FLUTED x9" LONG. 1'• OR 4" SO. POST (STL.) 31/2" MIN/ � SEE FOOTING SQUARE SCHEDULE SQUAR FROM END SEE FTGS, INSERT _ OF POST SCHED. PL.5/8'7HK. EXISTING SLAB- 1 O7 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O —______—._. _ _ — INTO FOOTING t 12" g 1 12" 1 12" 15" 1 11112" ATTACHED ALTERNATE FTG CUBE SIZE SO. 18" 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" SO. 32" 36" 51" SQ. ' 34" 38" 55" SQ. 37" 40" 60" SQ. 39„ 42" 64" SQ. 41" 44" 69" SQ. 43" CUBE FOOTING W/3 1/2' SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" & 24" CUBE (2)-12"0 3 1/4" 25'- 30" CUBE (4)-12"0 3 1/4" 31" - 34" CUBE (4)-5/8"0 4" 35"- 39" CUBE (4)-3/4"0 4 3/4• 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: 1. DO NOT USE ALUM. "T' BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM. 4" OR 7"I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X " X OKSk' AT STEEL "T' BRACKET. 3. POST TYPE F MAY t" s}1 O DO NOT USE STEEL'T" PhZO/c BRACKET W/ 7" I -BEAM. , Iry �i e r MAs, C r NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 4,0 WELDED STEEL BASE PLATE PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8 12'SO. x5/8' B. C. D, FBG 18'SO.x5/8' 1 B. C. D, F, G, BH FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12"x12'x 5/8" PER I.C.C. ESR -19170R EQUAL (4 3/4" EMBEDMENT DEPTH) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"08"x 5/8" PER I.C.C. ESR -1917 OR EQUAL ( 4 3/4" EMBEDMENT DEPTH) DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I SURFACE MOUNT I 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE REVISED BY: K.K. & D.P. RANCHO CUCAMONGA. CA (951) 741.2107 AND EMBEDMENT HORIZ. WAND = 90, 100 8 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 FAX 403-1519 sales@dumlumcam SHEET 9 OF 29 r HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP -I 3.00" �SQ. 2.00" SPLICE WHERE OCCURS SPLICE CE WHERE SPLICE WHERE 179" —� OCCURS OCCURS C�r tn 4.6' (673" 2.57" 4.6" TYP. 14"R '.048" z.oa TY P. 2.19" �l _t� 065' 2.08" 2.04" TYP. LL_ -- 2.93" T —4.0000,3.0 2.T' ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E O ALL6.53 ROLLFORMED O 6063 T64.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM r 3„ -1 SPUCE 7 1 WHERE 4" OCCURS ^070 TYP. ALUM. ALLOY 6063-T6 C r ALUM. ALLOY 6063-T6 O 4" i -BEAM 7" I -BEAM COVER SYSTEM AS MFG. BY: 3.0" L� DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING r'-- t DURALUM PRODUCTS. INCSCALE: 3" � MAX. 3" NONE e" BEAM TYPES HORIZ. WIND = f—.042" SHEET 10 OF 29 REVISED BY: K.K. 8 D.P. I I I (916)4S2-7021 FAX 403.1519 sales®duralum.com ALUM. ALLOY 3004-H36 I OR EQUAL O ALUM. ALLOY 3004-H36 OR EQUAL O 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM AY 3 0 ?Q�oF�s��o�,gl CAMAS -9 ~ No. 37W 'moi Exp. 31$1109 .� . 1.25" T=14 GA. 7.875" ASTM A653 GRADE 50 L — 625" ---I 2.875" 3 x 8 BEAM STEELINSERT X3.0" m MAX. 2" J11— _ J _—.04 X32" 8.01, I, ! 1 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 I OR EQUAL OR EQUAL J � % DBL. 2 x 6.5 BEAM ( 3 x 8 BEAM O ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD = COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 20 & 30 psl DURALUM PRODUCTS. INCSCALE: NONE RANCHO CUCAMONGA. CA (951)741.2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTOCA 95826 SHEET 10 OF 29 REVISED BY: K.K. 8 D.P. 90. 100 & 110 MPH]PATIO (916)4S2-7021 FAX 403.1519 sales®duralum.com OPTIONAL DECORATIVE FASCIA (WOOD. ALUM. OR HARDBORD ) 2412 x 112" S.M.S. EACH SIDE OF 3" SO. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT WI WASHER EA. SIDE OF 7" SO. POST ( I . —, 10+1 1.10" I 1 i.50"I II3"SO. POST 2.35" 2410 x 112" S.M.S. EACH SIDE OF 3" So. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT WI WASHER EA. SIDE OF 3" SO. POST 1 3.00" 3" SO. POST OR .240" GUTTER FASCIA MAG BEAM 3" SO. POST 3"SQ. STL. BEAM BEAM TO POST CONNECTION DETAILS x 8" x .042" BEAM, SQ. STEEL OR IAG BEAM. #10 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER (4)-#14 SDS @ EA. SIDE FASCIA TOP & BOTT. TOT.=16 #10 S.M.S. @12"O.C.� X 3" ALUM. OR TEEL POST 6 1/2"x2"x .024"RAFTER v 14 H - BRACKET TO POST ALUM. AL'LOY 3003-H24 ALUM. ALLOY 3003-1-124 1.50" 28" � 3.. 2.. .28" .. L 2 2.. 018, 018, -T O 2"x3" LATTICE TUBE 1 1 1/2" SQ: ORS P2 r2" LATTICE TUBE � #8 x 2 "SMS. 21/2" :1QpFESSIpyp�:� MAY � ( OR 3 1/2 TYP. 1 1/2" OR 2" SQ. OR 2"x3" LATTICE @ 3-O.C. MIN. UP TO 7"O.C. MAX. 00 rQ y\ i —RAFTER � N�rn .3T948 � + 3/31 /OY LATTICE TUBE TO RAFTER # 17 \)-#10 S.M.S. EA. SIDE (4) -TOT. #10 S.M.S. TOP & BOTT. (2) -TOT. 1 1/4" 4., 6 1/2" ALUM. BRACKET X 2" 1" RAFTER "TAIL" TO GUTTER 15 3.125':FOR 3 x RAFTER 2.125" FOR 2 x RAFTER 1 1/2" t = .U4U' aJ OUO S, I ti i ; L—Irt = .040" 3004-H36 ALUM. 1� I r(4) - #8 x 3/4" TEK SCREWS � I BRACKET TO RAFTER 1/2" MIN. (4) #8'x 3/4" TEK SCREW BRACKET.TO BEAM '--I- "U"BRACKET `RAFTER TO BEAM 18 DRAWN BY: K.K. TOM CAMPBELL&ASSOCIATES, INC. 1LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:DATE. 102312007 -`--~IC—M—BEAM OMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 70 POST 10. 20 d 3o st P OURALUM PRODUCTS, INC.JOB NO. GF07-0674 SCALE: NONE. RANCHO CUCAMONGA. CA (951) 741-2107 TTACHMENT WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95626 REVISED BY: K.K. 9 D.P. 0. .0 90, 100 d 110 MPH (916) 452-7021 FAX 403-1519 sales®duralum.com SHEET 12 OF 29 SPLICE DETAILS (1 BEAM TO POST DETAILS 12 SIMPLE SPLICE FULL MOMENT 1 9" 1 1 'e" I i I I I (8 TOT. S. II #12 S.M.S. II - TYP. THICKNESS =.035' (24 TOT TYP THICKNHISS =.035" u 6.38" II 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 IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES D I I r:nRMED & EXTRUDED FASCIAS (2)#10 S.M.S. EA. VALLEY,Ty NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SO. 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-T6) ALTERNATE I I TO POST WI(2) 1/2 0 3, STL. C -BEAM TOTAL= (8)-1/2"0 BOLTS mla� 0 7 O _ ., . ..... . _...... ..... ._.... ............ ....................................... . FES S/0' 5 q 1.00" Q �Q S/0' SO. POST 0 0 0 ,�p� �' C M,p t�'y ,. BEAM TO POST CONN. SPLICE WHERE —� 4„ 2.00' •'":• :• •` r m OCCURS NO. 37 --.070" ggg ,� x TYP. o o , ALUM. ALLOY 6063-T6 1 6" 1" 4" 1 -BEAM S-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" SM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM." SM. If TO BRACKET 2- 3/8"0 M.B. THRU STL.'T" BRACKET TO POST. POST, SEE SCHEDULE -- v ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10!23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10, 20 8 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 11 OF 29 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH FAX 403-1519 sales@duratum.com DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM.-TO"POSV CONNECTION BEAM SPLICE TO #8 S.M.S. ~ �1 1 1/2" OR 2"LATTICE OCCUR DIRECTLY OVER 5/8" 0 PLASTIC ALTERNATE 1/2' I POST. NOT PERMITTED PLUG WHERE DOUBLE RAFTER- 2 -POST UNITS BOLT CONNECTION PLAN p 6'SCREWS I @ SCREW IS INSID�' ALTERNATE: PER.SIDE I #14 SMS MAY 4-#14 S.M.S. EACH �/ BE USE AS RAFTER TO COL. -- CONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS 8" BEAM 1 °—f----- --- I ---- 4.5- 0 6• 0 R I t— - -- V 6414 SMS EA. I I 1 0 1 SIDE I I 6 1/2" SIDEPLATE EA. 3"x 3"STL.POST (24") ALTERNATE : ""i I ` f , INSERT ATTACHED OR (2)-2x6.5" OR #14 SMS EA. SIDE I I SIDE SEE POST SCHED. a 3'x 3"STL.POST COLUMN I (2)-3"x8"HEADER TOP, MID HEIGHT — FOR FREESTANDING AND BOTTOM. �"�"^l 'y (2)-1/2"BOLT --rt 3"SQ: POST BETWEEN SIDE PLATES - - BEAM TO -P -OST CONNECTION—S 2"x 6.5" SIDEPLATE POST SCHEDULE 21 DBL. RAFTER / DBL. HEADER CONN. 19 2)'-2 x 6 1/2" x.024' 3" SQ. x.024" + (2)-2" x 6 1/2" x.032" [::�-T'.-SQ7T.624"77-(I' W/ (6)-#14 S.M:S. EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USEONCONC. SLAB OR FOOTING. EXIST. SHEATHING MAI{Y ,, 0 7000 ' #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" �kDFESS/6, 2"x6" LEDGER (EXIST.) J PS i. cq,yA�. X ;` UJ 3/8" LAG SCREW Cl� _ 2"x6.5" OR 3"x8" RAFTER '21 j;, �- ~ No. 37W � ALTERNATE: 1/2" BOLT \ } / Exp. 3/31/09 �� ALTERNATE: 2)- #10 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 EXIST. 1" STUCCO OR EQUAL PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAIL DRAWN BY: K.K. TOM CAMPBELL 8. ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 ' DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 B 30 psl DURALUM PRODUCTS. INC: SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 13 OF 29 REVISED BY: K.K. B D.P. 90, 100 8 110 MPH (916) 452-7021 FAX 403-1519 salesLajdurelum.wm 10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP: B & C TOM CAMPBELL 8 ASSOCIATES, INC. SOLID 6.5" ROLLFORM 4" I -BEAM JOB NO. GF07-0674 4.5" / MAG GUTTER MAG BEAM POST SPACING TABLE FREESTANDING 3" SQ. STEEL BEAM SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 REVISED BY: K.K. & D.P. 10 A L.L. 90 MPH 90.100& 110 MPH (916) 452-7021 FAX 403-1519 sales@clumium.m 1a -H p MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING SPACING SPACING SPACING SPACING SPACING FTG. MIN. FTG MIN. FTG. MIN• FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. F ON SLAB POST POST POST POST POST POST POST POST POST ' POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) ITYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0" 14'-6" 28 F 22 B 19' 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B 8 10" 5' 13'-7" 13'4" 28 F 23 B 18'-0" 28 G 25 B 13'-6" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 1 T-1" 6' 11'-4" 11'-10" 26 F 23 B 16'-8" 28 G 26 B 12'-4" 28 F 24 B 12'-3" 28 F 24 B 13'-3" 28 F 24 B _7" 7' 9'-8" 11'4" 26 G 24 B 15 14, 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28G 25 B 5„ 8' 8'-6" 10'-3" 26 G 24 B3 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B -s„ 9' 7'-7" 9'-8" 26 G 25 B 13'-1'Z 28 G 28 B 10'-1". 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B 9 10' 6'-9" 9'-2" 26 G 25 B - � Z,_1„ 12'_19;--1 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B 11' 6'-2" 8'-9" 26 G 26 B 12'-;'; 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 2628 28 B 6 12' 5'-8" 11 9" 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26G 28 B 13' 5'-2" 11, 3„ 28 H 30 B 8'-8" 1 28 H 128 1 B 10'-3"28 H 29 B 10'-7" 14' 4'-10" 10''1 " 28 H 30 B 8'-4" 28 H 28 B 10'-0" 28 H 29 B 10'-3" 15' 4'-6" 10'-6" 28 H 1 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 1 B 16' 4'-3.. 10"-2" 28 H 31 B 7'-10" 28 H 29 B 9'-6" 28 H 30 B 9'-6" 17' 4'-0" 9'-10" 28 H 31 B 7'-7" 28 H 29 B 9'-4" 28 H 31 B 9'-3.. 18' 3'-9 , 9' -7> --*'28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 H 31 B 19' 3'-7" 9 -2 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B 8'_10" 20' 3'-4" 9 -0 33 H 32 B 7'-0" 33 H 30 B 8'-10" 33 H 32 B 1 8'-7" POST F MAX HT.= 8' FREEST Mp +' �o Pte` eF< ��;MAy g Q 7.0511o O A' FOOTNOTE: "SAMPLE" jui_ 3� I FIGURE INDICATES EXPOSURE B t('J9 �� /ul FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN Br,: .-A TOM CAMPBELL 8 ASSOCIATES, INC. SOLID A LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 102 !2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 Ps1 DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 14 OF 29 REVISED BY: K.K. & D.P. 10 A L.L. 90 MPH 90.100& 110 MPH (916) 452-7021 FAX 403-1519 sales@clumium.m 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL 8 AS IATES. INC. LATTICE r Of x 7 o m'g -Iam m Ov g �¢rn 0- z 1n p 3" SQ. STEEL BEAM COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING DBL. 3"x8"x.042"BEAM 10, 20 6 30 psi ATT. MIN. FTG. POST TYPE (IN.) DBL.OR 35"x.0 2" BEAM ATT. 3"x8" BEAMw/INSERT AND ATTACHED HORIZ WIND = ATT. FTG. (IN.) 24 OF 29 a m F MINIMUM NO. OF POST FOOTNOTE: MAX.POST SPACING FREESTAND FAX403-1519 sates durelumcomSHEET (� ATT. FTG. (IN.) MAX.POST SPACING FREESTAND MAX.POST SPACING FOR OBL. 2^ x.6.6x.032" MAX.POST SPACING FOR 3" x 8% BEAM FREESTAND MAX.POST SPACING FREESTAND POST TYPE 1 POST TYPE 2 FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE EXP. 13 EXP. C EXP. B EXP. C 27 4' 25'-4" 17'-4" 28 G 22 23'-10" 3'-2" 33 G 23 16 4 5'-7" 16 4 16' 4" 28 G 20 32'-0" 31 -0 33 G 6' 2 2 2 2 5' 20'-3" 16'-1" 28 G 23 21 2p'-8„ 33 G 24 14'-8" 13'-11" 14'-q>-"28 14'-8" G 21 28'-7" 7'-9" 33 G 28 �. 2 2 2 2 6' 16'-10" 15'-2" 28 G 24 19'x" 18'-10' 33 G 24 13' 4" 12'-8" 13'-4" 13' 4" 28 G 21 26'-2" 5'-4" 33 G 28 e' 2 2 2 2 7' 14'-6" 14'-4" 28 G 25 18'-V 33 G 25 12-41,_9" 12-41.2,..4„ 28 G 22 24'-2"3,-5" 33 G 29 9, 2 3 2 2 8' 12'-8" 13'-9" 28 G 26 16'-4' 28 G 25 11, 7„11'-0' 11'-7” 11'-7" 26 G 22 22'1'-11 33 G 1o• 2 3 2 2 30 30 9' 11'-3" 13'-3" 28 G 26 15'-1 ; 5 28 G 26 10'-110- 10'-1 1'p 1 26 G 23 21'-40, 8„ 33 G 11' 3 3 2 2 10' 10'-2" 12'-9" 28 G 27 15'-2" 14'-8" 28 G 26 10,E 10-4 10'-4" 26 G 23 20'-3" 33 G 12' 3 3 2 2 31 11' 9'-3" 12'-4" 28 G 28 14'-5" 13'-11" 28 G 27 9'-10" 9' 4" s'-10" 9'-10" 26 G 24 19'-4" 18'-8" 33 G 32 13' 3 4 2 2 12' 8'-5" 12'-0" 26 G 28 13'-9" 3'-4" 28 G 27 9'-5" 9'-0" 9'-5" 9'-5" 26 G 24 18'-6" 17'-10" 33 G 14' 3 4 2 2 32 13' 7'-9" 11'-8" 28 H 29 13 "28 12'-10" H 28 9-1 8'-8" 9-1 9'-1" 28 �-{ 24 17'-9" 17'-2" 28 H 32 1s' 3 4 2 3 14' 7'-3" 11'-5" 28 H 29 12 2 �„ 28 H 28 8'-9„ 8 -9 28 H 25 17'-1s 7 28 H 33 16' 4 4 2 3 15' 6'-9" 11'-2" 28 H 30 12 4 11 -11' 28 H 28 8'-5" 8'-5" 8'-5" 28 H 25 16'-6" 28 H 33 17' 4 5 2 3 34 16' 6-4" 10'-11" 28 H 30 11'-11', 6 28 H 29 8'-2" 7. 9„ , 8'_2 -,--B'-2 „ 28 H 25 16-0" 28 H 18, 4 5 2 3 17' 5'-11" 10'-81-. 28 H 30 1'-2" 28 H 29 7'-11" T-6" 7'-11" T-11' 28 H 25 15'-6" 15'-0" 28 H 34 19, 4 5 3 3 34 18' 5'-8" 10'-6" 28 H 31 11,_3„ 0--1011 28 H 29 7 -8 7' 4" 7'-8" 7'-8' 28 H 26 15,_1" 14'-7' 28 H zo 4 5 3 3 19' 5'4" 10'-4" 33 H 31 11 p•_7 33 H 29 T-6" 2 T-6" 7 6 33 H 26 14'-8'4 -3" 33 H 35 FOOTNOTE: 20' 5'-1" 10'-2" . OF POST 35 REQUIHEADRED EDNSPACING MUD OR MIN. OST EXCEED ALLOWABLE SLAB SPACING 33 H 31 10'-6" 1 O -A" 38 _ - JJ' 7' 4" 6'-11" 7'A" 7' 4" 33 H 26 14 3,_10„ 33 H OF SIZE FREESTANDING FREESTANDING SLAB. ONLY L Q r2 r (9 r '7� (ft m No. 37 � � 3j31I0 _ �� CN _ _ G; .• nn l) MAY O 700BU FOOTNOTE: FIGURE ADDITIONAL FOOTNOTE: COL. COL. "SAMPLE" INDICATES EXPOSURE FOOTNOTE: TYPES TYPES WHERE 1 = 2 =.032" B ONLY NOTE: FOOTING SHOWN REPRESENTS LENGTH EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS, CUBED FOOTING MAY BE REDUCED 6" EACH SIDE FOR SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR OR LESSER MUST BE USED .024" SIDEPLATES, USE ON CONC. SLAB ONLY SIDEPLATES, ON CONC. SLAB OR FOOTING' FIGURE INDICATES EXPOSURE C ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: K.K. TOM CAMPBELL 8 AS IATES. INC. LATTICE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/232007 COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 6 30 psi DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 24 OF 29 REVISED BY: K.K. 6 D.P. 10 C L.L. 90 MPH 90,100 8 110 MPH1(916)452-7021 FAX403-1519 sates durelumcomSHEET (� 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C x I'_O Z) o m Z m - 5 L) v m a Q_ z m 0 7" I -BEAM LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DBL. 311x8"x.042"BM DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX,POST SPACING FREESTAND ATTACHED X. MAPOST SPACING HORIZ. WIND MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR 3 x 6 BEAM FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN > MIN. TYPE FTG (IN.) MIN. POST TYPE . FTGPOST (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. PO51 TYPE 4' 6'-2" 19'-5" 37 24 F 11'-9" 32 J 22 B 8'-0" 8'-4" 28 J 19 B 15'-9" 32 J 22 C/ 5' 4'-10" 17'-4" 32 J 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 C 1 6' 4'-0" 15'-10" 32 J 26 F 9'-7" 28 J 23 B 6'-6" 6'-9" 28 J 21 B 12'-10" 32 J 24 C� 7' 3'-6" 14'-6" 32 J 26 F 8'-11" 28 J 24 B 6'-0" 6'-3" 26 J 21 B 11'-11" 28 J 25 C� 6' 3'-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 E� 9• 13'-0" 32 J 27 F 7'-10" 28 J 25 B 5'-4" 5'-6" 28 J 22 B 10'-6" 28 J 26 E� 10 12'-3" 32 J 28 F 7'-5" 28 J 25 B 5'-0" 5'-3" 28 J 23 B 10'-0" 28 J 26 EX 28 J 28 F 7'-1" 28 J 26 B 5'-0" 28 J 23 B 9'-6" 28 J 26 E/ 1z' 11'-3" 28 J 29 F 6-9" 28 ,J 26 B 9'-1" 28 J 27 E� 13' 10'-9" 32 K 29 F 6'-6" 32 K 26 B 8'-9" 32 14' 10'-4" 32 K 30 F 6'-3" 32 K 1 27 B 8'-5" 32 FOOTNOTE: "SAMPLE" MAI 1)"700(1 ALTERNATE FREESTANDING FOOTING FIGURE INDICATES EXPOSURE B � FIGURE INDICATES EXPOSURE C PRO FFg TRIBUTARY 90 MPH 100 MPH 110 MPH PS1 CO WIDTH EXB&C EXB&C EXB&C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8$. �� '9 ZjA � •� 3'-4" SQ x 3'-6" SQ x 4'-0" SQ x Z 10' OR LESS 18" DEEP 18" DEEP 18" DEEP No rn 0 j, 37988 r 2 4'-0" SO x 4'-7" SO x 5'-0" SO x NOTE: ?ip8 20' OR LESS 18" DEEP 18" DEEP 18" DEEP FOOTING SHOWN REPRESENTS LENGTH OF _ EACH SIDE OF CUBED FOOTING WITHOUT SLAB. 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 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPACING TABLE EESTANDING FANG 10, 20 6 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHED HORIZ. WIND 8269 ALPINE AVE., SACRAMENTO, CA 95626 REVISED BY: K.K. 6 D.P. I 1 i in �soN 90,100 & 110 MPH (9 161 452-702 1 FAX 403-1519 salas(Mdumlum.com SHEET 23 OF 29a 10# L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12- OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 29 REVISED BY: K.K. 8 D.P. 10 # L.L. 100 MPH 90, 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales®duraium.wm �} OR 3"x8"BEAM MINIMUM NO. OF POST a'= pp -`0m Z- v -u MAX.POST ATT. MAX.POST ATT. MAX.POST ATT. <� :) 7p FOOTNOTE:' FREESTAND ATT. MAX.POST FREES MAX.POST FREESTAND FREESTAND m U m SPACING SPACING SPACING SPACING SPACING m POST TYPE 1 POST TYPE 2 MIN. MIN. MIN. MIN. Q- z rn O FTG. POSTFTG. FTG. FTG. FOR DBL. FOR 3" x B" FTG. POSTFTG. FTG. POST FTG. ~ (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 4' 25'-4" 17' 4" 27 6' 2 2 2 2 30 G 22 23--2--,,,` 35 G 23 1 s'-7" 16'-4 " 30 G 20 31'-0° 35 G $ 14'-0" 4'-7" ---27'.8" 5� 20'-3" 16'-1a' 30 G 23 20-818'-x„ 35 G 24 13'-1 14'-813,-1„ 30 G 21 27-94, 35 G 28 7. 2 3 2 2 10' 12 6„ 9, 16'-10" 15'-z" 30 G 24 18'-10" 35 G 24 12'-a" 13'-4"1'-11" 30 G 21 25' 4" 35 G 28 6' 2 3 2 2 6'-10" 11'-5" 2'-7" 30 G 25 17'-s" 30 G 25 11'-s" 12' 4" 30 G 22 23'-5" 35 G 7' 14'-6" 14'4" 29 s' 3 3 2 2 13'-3" 15.7" 10.7„ 11'-0" 0'-11' 8' 12'-8„ 13' 9" 30 G 26 16'-4" 30 G 25 11'-0„ 11,_7„ 27 G 22 21'-11 35 G 30 10. 3 3 2 2 12'-8" 14'-7"9'-11 " 19'-7' G 26 15'-s" 30 G 26 10,x„ 10,_1 27 G 23 20,_8„ 35 G 9' 11'-3" 13'-3"30 30 1, 3 4 2 2 12'-2" 13'-9" 30 G 27 14'-8" 30 G 26 9'-10" 10' a" 27 G 23 19'-7" 35 G 10' 10'-2" 12'-s" 31 12' 3 4 2 2 13'-1" _ 9'-3" 11' 9'-3.. 12' q"1,�„ 32 13' 4 4 2 3 30 H 28 13'-1 30 H 27 9,-4„ 9'-10" 27 H 24 18'- " 35 H 12'-5" 8'_5" 8'-10' 16'-8„ 27 H 28 13'-4" 30 H 27 9'-0" 9'-5" 27 H 24 17'-10" 30 H 12' 8'-5" 12'-0" 32 14' 4 5 2 3 11'-11" 8'-1" 8'-5" 16'-0" 13' T-9" 11'-8" 30 H 29 12'-10"1, 30 H 28 8,_8„ 9'-1" 30 H 24 17'-2" 30 H 32 15' 4 5 3 3 _g 5„ 7. 9.. 8, 1., 15,x„ 33 16' 4 5 3 3 14' T-3" 11'-5",---30 H 29 12 4 30 H 28 8 -4" 8 -9" 30 H 25 16'-7" 30 H 0'-6" 1'-0" 7'-6" 7'-10" 15' 11 z" 30 H 30 11' 11" 30 H 28 8'-0" 8'-5" 30 H 25 16'-P'30 H 33 1T 5 6 3 3 6'-9" 10'-3" ,-1028" 7'-3" 7'-6" 14'-3" 16' 10'-1 34 18' 5 6 3 3 30 J 30 11 6 30 J 29 7�_9, 8'_2„ 30 J 25 15' 6" 30 J 6'4" _ 10'-4" 7'_0„ 7'-4" 3'-10' 17' S'-11" 10'-8' 30 J 30 1 r-2" 30 J 29 T-6" r-11 30 J 25 15'-0" 30 J 34 1s' 5 6 3 3 9'-10" 0'-0" 6'-9" 7'-1" 13'-5" 18' 10'-6" 34 20' 5 6 3 3 30 J 101-1 1130 J 29 7,4 7 _g 30 J 26 14'-7" 30 J 5'-8" 31 9'-9' 6'-7" 6'-10" 13'-1" 35 19' 35 J 10'_T 35 JJ 29 T-2" 7--6-',,,--'35 26 14'-3" 35 J 5'-4" 6" 31 9'-6" 6'-5" 6'-8" 12'-8" FOOTNOTE: 20' " 10'-2" HEADER AND OR MIN. NO. OF POST 35 REQUIRED SPACING MUST EXCEED 35 J 31 10'-4" 35 N 30 6'-11" 7'-4" 35 J 26 13'-10" 35 J 5'-1 _q g'_3" F 6'-3" 6'4" 2'-4" ALLOWABLE SLAB SPACING OR LESSER MUST BE USED I. COy9c�` n ' A`J r� ill t1 1 ) l) I��O FOOTNOTE: COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE:C v`NvA COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS FOOTING SHOWN REPRESENTS LENGTH OF 3� r Z, "SAMPLE" EACH SIDE OF CUBED FOOTING WITHOUT SLAB. p• I r m ' FOOTNOTE: WHERE SLAB OCCURS, CUBED FOOTING SIZE 3� FIGURE INDICATES EXPOSURE B a FIGURE INDICATES EXPOSURE C MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLESC ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. SHT. 9 FOR ATTACHED 8 SHT. 23 FOR FREESTANDING DRAWN BY: K.K. TOM CA ELS ASSOCIATES, INC. LATTI CE LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 7012312007 COMMERCIAL AND IDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RAN CUCAMONGA, CA (9511 741.2107 AND ATTACHED HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 29 REVISED BY: K.K. 8 D.P. 10 # L.L. 100 MPH 90, 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales®duraium.wm 10# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3' SQ. STEEL BEAM DBL. 3'x8 DBL.2"x6.5"x.032" BEAM x.04 "2 BEAM 3"x8" BEAMw/INSERT It OR 3"X8' BEAM MINIMUM NO. OF POST It -om <M FOOTNOTE:' F o Z FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT. � Z) p U v g MAX.POST MAX.POST SPACING SPACING MAX.POST m POST TYPE 1 POST TYPE 2 SPACING MIN. SPACING MIN. MIN. SPACING MIN. (L z FTG. FTG. FTG. FTGPOST. FOR DBL. FOR 3" x 8" FTG. FTG. FTG. FTG. ~ m O POSTPOST (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) (IN.) TYPE (IN.) ~ EXP. B EXP. C EXP. B EXP. C 4 25'-4" 16'-6>'32 H 22 22'-0" 37 H 23 14 -1 . 15'-7" 32 H 20 29 -Q , „ 37 H 27 6' 2 2 2 2 5 6" 0 -0" 13 -6 1_4'-2" ---_26'-9" 15'-5" 32 23 1 s, 8„ 37 24 13' 4" 13'-1 32 .21 26'_ 37 28 2 3 2 2 5' 20'-3" 14'-5" H 7'-10" H 12'-1" 12.7„ H 23'-11' H 7' 14'-6" 32 24 18'-0„ 32 24 12'-2" 12'-8 32 21 24'-2" 37 28 8. 3 3 2 2 6 16 -10 3'-7" H 6'-3" H 11'-0" 11'-6" H 1'-10' H 7' 14'-6" 13'-1 " 32 H 25 16'-8" 32 H 25 11'-3" 11'-s" 28 H 22 22'-C- 3 37 H 29 s, 3 3 2 2 2'-11" 15'-1" 10'-3" 10'-8" 8' 12'-8„ 13'-2" 32 H 26 15'-7" 32 H 25 10'-6" 11'-0" 28 H 22 20'-1 37 H 30 10, 3 4 2 2 12-4" 14'-1 "9--6"10'-0" 11 9' 11'-3" 12' 8" 32 H 26 14'-8" 32 H 26 9'-11" 10' 4" 28 H 23 19'-8" 37 H 30 ,� 3 4 2 2 1,_10„ 3,�� 9,-0„ 9,_5„ 7'-10' 10' 10'-2„ 12'-3" 32 H 27 13'-1 32 H 26 9'-s" 9'-10" 28 H 2318'-8" 37 H 31 12. 4 4 2 3 ,--fl'-5" 12'-8" 6'-11' 11' 9'-3., 11'-1 28 H 28 13'-3" 32 H 27 9,-0„ 9'-4" 28 H 24 17'-9" 32 H 32 13' 4 5 2 3 11'-2" 12'-0' 8'-2" 8'-6" 16-2" 12' 8'-5„ 11'-0" 2g H 28 12'-8" 32 H 27 8,�„ 9,-0" 28 H 24 17'-l'>--32 H 32 14' 4 0'-9" 1' 6" 7'-9" 8'-2" 15'-5" 5 3 3 13' 7'-9" 11'-3" 32 29 12'- 32 j 28 8'-3" 8'-8" 32 24 16'-4" 32 32 ,s' 4 0'-6".� 11'-1" 7'-0" 7'-10" 14'-10' 5 3 3 14' 7'_3„ 11-0 „ 32 .J 29 32 ,J 28 8'-0" 8'-4" 32 j 25 15'-9" 32 j 33 16• 5 6 3 3 7'-2" 7'-6" 14,4„ 15' 6'-9" 10'-9" 32 j 3011 4 32 j 28 T-9" 8'-1. 32 j 25 15'-3" 32 j 33 17' 5 6 3 4 10'-0" 10'-4" 7'-0" 7'-3" 13'-10 16' 6-4" 10'-6" 32 30 11-010,-0, 32 29 T-6" 7.-9" 32 j 25 14'-9" 32 J 34 1a 5 6 3 4 6'-9" 7'-1' 3'-4" 17' 5'-11" 10'-3" 32 J 30 1018..",_8 32 29 7-3 6-6" 7'-0„ 6'-10' 32 25 14-13,_0„ 32 34 19' S 7 3 4 18' 6-8" 101_1„ 32 J 31 10 4 32 j 29 6,_7„ T-4" 32 j 26 13,_1 " 32 .J 34 20' 6 7 3 4 g,_5, 6,-4„ 6-8" 9-10 37 .J 31 10'-1" 37 j 29 6'-10" 7'-2" . 37 ,J 26 13'-6" 37 35 FOOTNOTE:' 19' 5,4„ 9,-3" 9'-2" 6'-2" 6'-6" 12'-3„ HEADER AND OR MIN. NO. OF POST 20' 5'-1„ 9-s 37 31 9'-10" 37 30 s' a" 7'-0" 37 26 13'-2" 37 .J 35 REQUIRED SPACING MUST EXCEED -1' 6'-4" 12'-0" ALLOWABLE SLAB SPACING ESSI OR LESSER MUST BE USED Q�OF ONq'C� MAY ;� OR NOTE: ��O CJ'' C'jA CC� I•"+Y O 7� COL. TYPES 2 = .032" SIDEPLATES, ON CONC. OL. TYPES 1 =.024" SIDEPLATES, USE ON LAB ORFOOTING: ONLY FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. `/ Q �(n WHERE SLAB OCCURS, CUBED FOOTING SIZE = r FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.i .i NO. 37Jf4(8� � FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES. I...I / J SHT. 9 FOR ATTACHED 8 SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. � �a� 1 1 DRAWN BY: K.K. • S, INC. LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 � COMMERC RUCTURAL ENGINEERING POST SPACING TABLE 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RAN O NGA, CA (951) 741-2107 FREESTANDING AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 26 OF 29 REVISED BY: K.K. & D.P. to u 1 I 1111MPH g0, 100 8 110 MPH (916) 452-7021 FAX 403-1519 salesAdumIum.wm 20# L. L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C >_3" TOfJI .LAICELIVEPATIO SQ. STEEL BEAM JOB NO. GF07-0674 DBL. 3"x8"x.042"BEAM TE: 10123/2007 COMMERCIAL AN k CTURAL ENGINEERING POST SPACING TABLE FREESTANDINGALE: DBL.2"x6.5"x.032" OR 3"x8"BEAM BEAM NONE 3"x8" BEAMw/INSERT AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826SHEET 27 OF 29 VISED BY: K.K. & D.P. 20# L.L. 110 MPH 90, 100 6 110 MPH (916) 452.7021 FAX 403.1519 sales®duralum.com MINIMUM NO. OF POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. Z) p OZm U- g I¢-1=— FOOTNOTE:' m H U w ¢ a z SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x 8" SPACING p p m 0 2 FTG. MIN FTG. FTG. N11N. FTG. FTG. I )IN FTG. FTG. MIN. FTG. POST TYPE N POST TYPE N O (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN POST TYPE IN. (IN-) (IN. ) POST TYPE IN (IN.) FOOTNOTE:' HEADER ~ EXP. B EXP. C EXP. B EXP. C 2 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4' 13'-2" 14'-2" 32 H 19 17'-2" 32 H 20 11'-9" 12'-2" 32 H 18 23'-0" 37 H 24 6' 2 2 2 5' 10'-6" 13'-2" 32 H 20 15'4" 32 H 21 10'-6" 10'-10" 28 H 19 20'-7" 37 H 25 7. 2 3 2 6' 8'-9" 12'-4" 32 H 21 14'4" 32 H 22 9'-7" 9'-11" 28 H 19 18'-10" 37 H 26 8' 3 3 2 7' T-6" 11'-9" 28 H 22 13'_0" 32 H 22 8'-10" 9'-2" 28 H 20 17'-5" 32 H 26 9, 3 3 2 8' 6'-7" 11'-3" 28 H 22 12'-2" 32 H 23 8'_3" 8'-7" 28 H 20 16-3" 32 H 27 10' 3 4 2 9' 5'-10" 10'-10" 28 H 23 11'-5" 28 H 23 T-10" g'_1" 28 H 21 154" 32 H 27 11' 3 4 2 10' 5-3" 10'-5" 28 H 23 10'-10" 28 H 24 T-5" T-8" 28 H 21 14'-6" 32 H 28 12' 4 4 2 11' 4'-9" 10'-2" 28 J 24 10,-4„ 28 J 24 T-1„ 7,_4, 28 J 21 13'-10.. 32 J 28 13' 4 5 2 12' - 9'-10.. 28 J 24 9'-11" 28 J 24 6-4- T-0" 28 J 22 13'-3" 32 J 29 14' 4 5 3 13' - 9'-6„ 32 J 25 9'-6" 32 J 25 6-6° 6'-9" 32 J 22 12'-9" 32 J 29 15' 4 5 3 14' _ 9'-4" 32 J 25 9'-2" 32 J 25 6'-3" 6-6" 32 J 22 12'4" 32 J 29 16' 5 6 3 15' _ 9'_2" 32 J 26 8'-10" 32 J 25 6-0" 6'-3" 32 J 23 11'-10" 32 J 30 17' 5 6 3 16' _ 8'-11" 32 J 26 8'-7" 32 J 26 5'-10" 6'-1" 32 J 23 11'-6" 32 J 30 18' 1 5 6 3 17' - 8'-9„ 32 J 26 8,_4.. 32 J 26 5'_8" 5'-10" 32 J 23 11'4„ 32 J 30 19' 5 7 3 18' _ 8'-7" 32 J 27 8'-1" 32 J 26 6_6" 6_9" 32 J 23 10'-10" 32 J 31 20' 6 7 3 19' - 8'-5" 37 J 27 T-10" 37 J 26. 5'-4" 5'_7° 37 J 23 10'-7" 37 J 31 A D OR MIN. NO. OF POST 37 20' _ 8'-3" J 27 T-8" 37 J 27 5'-3" 5'-5" 1 37 J 24 10'-4" 37 J 31 REQUIRED SPACING MUST EXCEED ALLOWABLE OR SLAB LESSER MUST SPACING BE USED OFESS/OI� MAY � 3 l701 FOOTNOTE: COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE: ,p CCZ COL. TYPES 2 = .032 SIDEPLA I co, ON CONC. SLAB OR FOOTINGS. FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. ? _t �� 1' WHERE SLAB OCCURS, CUBED FOOTING SIZE "O r n 1j FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. Y NO. 379" f" FIGURE INDICATES EXPOSURE B '/09 V�JI FIGURE INDICATES EXPOSURE C r SEE ALTERNATE FOOTING TABLES /1 l ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 8Y: K.K. TOfJI .LAICELIVEPATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 JDFAWN TE: 10123/2007 COMMERCIAL AN k CTURAL ENGINEERING POST SPACING TABLE FREESTANDINGALE: 0, 0 3 l DURALUM PRODUCTS, INC. NONE RANCHO CUCAONGA, CA (951) 741.2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826SHEET 27 OF 29 VISED BY: K.K. & D.P. 20# L.L. 110 MPH 90, 100 6 110 MPH (916) 452.7021 FAX 403.1519 sales®duralum.com 30# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL TOM CAMPBELL & ASSOCIATES, INC. 12' OR LESS EXP. B & C PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 3" SQ. STEEL BEAM DBL. TWN.042"BEAM DBL.2"x6. x8"B 2" BEAM OR 3"x8'BEAM 10, 20 8 30 psl 3"x8" BEAMw/INSERT MINIMUM NO. OF POST � F p Z m 0 g FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX,POST FREESTAND ATT. � ~ F= O FOOTNOTE: D O m U� ¢ MAX.POST SPACING MIN. SPACING MIN. SPACING SPACING FOR DBL. FOR 3" B" MIN. SPACING FTG. MIN. FTG. m— POST TYPE 1 POSTTYPE 2 o a z ~ FTG. POSTFTG. FTG. POSTFTG. x FTG. FTG. POST ~ rn O (IN.) TYPE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP. B . EXP. C EXP. B EXP. C 4' 8'-10" 12'-5" 32 j 18 14'-2" 32 j 19 9'-7" 10'-0" 28 j 17 18'-11" 37 j 22 6' 2 2 2 2 5' T-1" 11'-6" 28 j 19 12'-8" 32 j 20 8'-7" 8'-11" 28 j 18 16-11" 37 j 23 r 2 3 2 2 6' 5'-10" 10'-10" 28 J 20 11'_6„ 28 J 20 T-10" 8'_2" 28 J 18 15'-5" 37 J 24 B• 3 3 2 2 7' 5'-1" 10'-3" 28 j 21 10'-8" 28 j 21 T-3„ T-6„ 26 j 19 14'-4" 37 j 25 91 3 3 2 2 8' 4'-5" 9'-10" 28 j 21 10'-0" 28 j 21 6-9" T-1" 26 19 13'4° 37 j 25 10, 3 1 4 2 2 9' - 9'-5" 28 j 22 9'-5" 28 J 22 64„ 6-8„ 28 J 19 12'-7" 37 J 26 11. 3 4 2 2 10' - 9'-2" j 28 j 22 8'-11" 28 j 22 6 --ill 64" 28 j 20 11'-11" 37 j 26 12' 4 4 2 3 11' _ 28 j 23 „ 28 1 23 28 j 20 32 j 26 13' 4 5 2 3 8'-10" 5' g„ 6_0" 11'-5" 12' - 8'-7" 28 J 23 8'-2" 28 J 23 6-6„ 5'-9, 28 J 20 10'-11" 32 J 27 14' 4 5 3 3 13' - 8'4" 32 K 24 T-10" 32 K 23 64' 5-6„ 32 K 21 10'-6" 32 K 27 1s, 4 5 3 3 14' - 8'_1" 32 K 24 T-6" 32 K 23 5'-2" 64" 32 K 21 10'-2" 32 K 28 16, 5 6 3 3 15' - T-9" 32 K 24 T-3" 32 K 24 4'-11" 5-2" 32 K 21 g --g,, 32 K 28 17' 1 5 6 1 3 4 16' - T-6-, 32 K 25 T-1 32 K 24 _ 5-0" 32 K 21 9'-5-, 32 K 28 FOOTNOTE: HEADER AND OR MIN. NO. OF POST 17' - 32 K 25 32 K 24 - 4'-10" 32 K 22 32 K 28 REQUIRED SPACING MUST EXCEED 7'-4" 6'-10" 9'-2" ALLOWABLE SLAB SPACING OR LESSER MUST BE USED FOOTNOTE:' FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B MAY3 0 MOO �OFES I COL. COL. TYPES 1 =.024" SIDEPLATES, TYPES 2 =.032" SIDEPLATES, USE ON CONC. SLAB ONLY ON CONC. SLAB OR FOOTINGS. FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. y�O � x ~ NO. m FOOTING SHOWN REPRESENTS LENGTH OF ly_NOTE: Exp. 3/91/08 T EACH SIDE OF CUBED FOOTING WITHOUT SLAB. n* 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 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LATTICE LNE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl DU RALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 AND ATTACHED HORIZ. WND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 26 OF 29 REVISED BY: K.K. 8 D.P. 30 0 L.L. 110 MPH 90, 100 d 110 MPH (916) 452-7021 FAX 403-1519 sales(�duralumcom Bin # City of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #y, Project Address:%' -81S Owner's Name:aS� ,(J A. P. Number: 6 C o Cpl/ o o&.3 - V Address: V7 Sr1r 1Fi1/OLESS',9 —5/Cv% Legal Description: 1-07— /.33 City, ST, Zip: /��C.f tlTi9 — %2,2.53 Contractor: L / FE %//I'1 E �%�'i / DTelephone: Address: /0 /SOX f` Project Description: 13� �5�1�/'liil®DGC /J ,`�j City, ST, Zip: LA (QUTA,17 (�/`% Z Z �"l5 h2, dllz e, Telep hone: 7��A " WN I State Lic. # : 712 $ tf 3 City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: ,' : Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: t�/LQ ��5 ��St�Q Sq. Ft.: # Stories: # Units: Telephone # of Contact Person:&& Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # -Submittal Req'd Ree'd TRACKING. PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan Y" Review, ready for correctionsfissue 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. Appr Date of permit issue School Fees Total Permit Fees