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10-0459 (PAT)$ P.O. BOX 1504 11 75-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 00'00000459 —7 T4ht 4 XP Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Property Address: 61079 DESERT -ROSE DR APN: 764-350-006- - - Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM HIGH DENSITY RES Application valuation: 5041 Applicant Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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 Class: B LL'Sense No.: 906650 Date -el' 0 i—Contractoi: /` OWNER -BUILDER DECLARATION. I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (55001.: (_) 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, 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 1 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: REIDER RESIDENCE 61079 DESERT ROSE DR LA QUINTA, CA 92253 Contractor: BONESTEEL, JAMES 78735 WAKEFIELD CIR LA QUINTA, CA 92253 (760)774-5786 Lic. No.: 906650 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/01/10. WORKER'S COMPENSATION DECLARATION 1 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 EXEMPT Policy Number EXEMPT 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 subjecttothe workers' compensation provisions of Section ll// 3700 of the Labor Co , I shall fo�ithcom. with those provisions. Date:-Irb �CApplicant: WARNING: FAILURE TO SEC RE 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 buildin construction, and hereby authorize representatives of this county to enter upon the above-mentioned property or inspection purposes. Date: Signature (Applicant or Agent): LQPERNIIT 4 Application Number . . . . . 10`00000459 Permit . . . PATIO COVER PERMIT Additional desc . . Permit Fee . . . . 81.00 Plan Check Fee'. 52.65 Issue Date . . . . Valuation 5041 Expiration Date 11/28/10 Qty Unit Charge Per Extension BASE FEE 45.00 4.00 9.0000 THOU BLDG 2,001-25,000 36.00 ----------------------------------------------------------------------------- Special Notes and Comments. .(2)ALUMAWOOD PATIO COVES PER 2006 IBC; ---- -----------... --.. .... ---2006--IRC-•. 2007 CBC AND-APPROVED:- PLANS.TOTAL OF 389 SQUARE FEET. ---------------------------------------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary ------------ - - - - - Charged - Paid Credited Due - Permit Fee Total --- - - - - --- 81.00 -- - - - - ------ - - - - ---- .00 .00 -- - - - - -- 81.00 Plan Check Total 52.65 .00 .00 52.65 Other Fee Total 1.00 .00 .00 1.00 Grand Total 134.65 .00 .00 134.65 LQPERNIIT 4 TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residentiol Structural Engineering (951) 741-2107 May 7, 2009 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 uteri 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 and 2005 Aluminum Design Manual, ADM -01 and ADM -05. The standard plans accompanying this letter must properly identify all site-specific information necessary for plan submittal to the local authority having jurisdiction by highlighting those structural framing member sizes and details relevant to the patio cover's construction at the address noted below. All work relevant to the construction of the approved patio cover must be in accordance with the attached standard plans as approved by the local authority having jurisdiction. Please contact me at (951) 741-2107 or at ficampbella.charter.net should you require additional information. Sincerely, �, o No.394 Exp. 3J Tom Campbell_ PE C 11 Site Information Owner's Name 2� l Address C01 07 1 �0 ESc--y�L- Cityfrown State - r'f' Z 7,50 TRILOGY AT LA QUINTA CONDITIONS OF APPROVAL H.O.: 64 r dlef", Property Address: uimq OeseT+ P_Q Date Reviewed: Conditions Your plans have been approved, provided that you meet the items checked below and all work is consistent wily the of Approval Design Guidelines dated April 20, 2005, contained in the TLQMA Handbook: 1 The patio cover material must be Alumna wood or other similar wood like construction. Roofing materials shall match the roof material of the dwelling or be open wood lattice 2 The color of the patio cover matches die home's stucco, tri, accent, fascia or white. Any patio cover or awning to be installed and attached to the home must be installed in such a manner that it 3 sloes not compromise the integrity of the water permeability of the home. 4 Due to die patio cover's size it must constructed with variable heights or must be constructed in two sections with a separation in between 5 The size of the patio cover is limited to the size of the proposed patio slab. 6 The proposed retractable awnhing may not be a striped awnhing. It must be a neutral color that blends with die home. Please submit a sample of the fabric. 7 Obtain services of a state licensed professional for consultation. — 8 Obtain necessary building permits from die city of La Quinta, meeting setback requirements per city code and maintain the existing drainage. 9 Maintained positive drainage in accordance with the Trilogy Design Guidelines (Section 3.8). 10 The screen door must be the color of die house stucco or be black. 11 If underground drainage is installed, the drain needs to terminate in die grass swale and be flush with the turn Pool, spa, fountain, and air conditioning equipment set backs must comply with City of La Quinta codes. All 12 equipment slhall be located, screened, or recessed in a manner so as to not be viewable from any lot or street and the noise from die equipment attenuated fro die adjacent property owners. Pool set backs arc 6" for hardscape and 18" for water lice. 13 The color of the proposed concrete is natural of a neutral tone. 14 Rear yard may not exceed 70% Ihardscape and must have a minimum of' 3096 softscape, measured from die rear building face of wall to the side property lines. 15 Proposed planting meets with die Trilogy Rear Yard Minimum Plahhting Requirements standards and all plants are included on the Revised Approved Plant List contained in the Design Guidelines. 16 The proposed wall or iron work to match the existing developer retaining wall in material, style and color or shall be the Frazee Paint color specified in the guidelines. Replace block wall per Shea Homes standard block wall specification, if removing any portion of block wall to `1'7 gaui-access to -rear or side yard (requires inspection of rebar before,cap�is•installe(l)---- 18 Refer to Exhibit "F" .uh the Design Guidelines. Block Wall Design). X 19 When work is completed, please submit Notice of Completion form attached! 20 Make sure rear yard property line pins (markers) remain during construction (applies to golf course lots only) 21 All contractors must meet die Association representative prior to conunencing construction. 22 Resubmit showing drainage flow/plahhs. X 23 See notes on plains (if any) X 24 An independent irrigation controller must be used for the rear yard, it cannot be tied into the front yard. Notes fLT211 (19 P Lt( d Ig Ngb72 i't::F-DId 4)�k-- L_ 0 _ laves 2vA-)CA/!t- a��P-PdJS�kZ� `� A J L A -)f O� C U IP /> -Z_ /-,) 4.e,) % /V S HAASSOCIATIONS1Tri" at La OulntatARCHITECTURALORC FormSICOrdbom Of Approval C10717 D&-SEK-r gosE a,2 SITE REQUIREMEMS INTERIOR LOT SIDEYARD. 5 FEET UN94UM EACH SIDE FRONTYARD: 20 FEET ?�42�nM�t PXARYARD: 10 FF T 14nqu ,um - I I .1 1 1 i . . 1 i a 1 i AREA TO BE WIDSCAPED 1 ! �----- PROPERTY LINES - 9 CURBLM . & A P-- C, Pool x.1.0.7 ES I DE tvg��F, �-A Yrx S QEJ&AFTFE --fo-QLL-- Bin # City of La Quinta BuMcOng & Safety DlvLslon P.O. Box 1504, 7&495 Calle Tampko - La Qutnta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # /n Project Address: 6-16 7 E5C475(-, Owner's Name:Re I D6 P A. P. Number. Address: 6' (D Legal Description: Contractor SA rA6S 60NES'iE64. COPS-[' Address: 5 LJ -A" F16LJ Gie City, ST, Zip: L Telephone: Project Description: ,6L City, ST, Zip: l;,k Q v1 hA ), OA, 72,bS3 ✓6 (L --S Telephone: O _7 7Y 'S 78� ' COA•/' 4=T D 1919 State Lic. #: b t� t� S ® City Lic. #; Arch., Engr., Designer: A-; i p 1 (�� S 4 r� Address: City., ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Projed type (circle one): New. Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd '['RACKING PERMIT FEES Plan Sets Plan Cheek submitted Item Amount Structural Calls. Reviewed, ready for corrections Plan Cheek Deposit Trans Calls. Called Contact Person Plan Check Balance Title 24 Cafes. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'! Review, ready for correctioasnaue Electrical Subcontaetor List Called Contact Person Plumbing Grant Deed Plaits picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSL:- ''' Review, ready for eorrectloWmue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: i GOVERNING CODES : ; 17THE DESIGN C- L-IES'VAT H THE-2006-INTERNATIONA7BUILDING CODEF2006rINTERNATIONAL RESIDENTIAL CODE. 2007 CALIFORNIA BUILDING CODE" ASCE/SEI FOR RESPECTIVELY. i 7 -05 -MINIMUM DESIGN LOADS BUILDINGS -AND -OTHER STRUCTURESAND THE_2000_& 2005.AL6MINUM_MANUAL-ADM 1-00 & 1-05. �f41 DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN. COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED, I Lu 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 \ # E 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 VVITH CBC & IBC APPENDIX I OR IRC APPENDIX H. 8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF -750 POUNDS. . . 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS. RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P. FT). SHALL NOT EXCEED ONE (1). 21. THE RATIO (LIP). PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. I 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653. GRADE 40. 26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTN•1 A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. 28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED. 32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA. NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED Qz CAL DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES 8 AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIO14S 1605.3.1 & 1605.3.2. 13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. ROOF: (SNOW SLIDING AND DRIFT114G ARE BEYOND THE SCOPE OF THIS REPORT). 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. DATE: 051 K.K. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD= v�.vv�n �i�,�.,�, ..., ,••, .. DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, I 8 30 psl DURALUIvt PRODUCTS, INC. SCALE: NONE GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 REVISED RY K K ,R D P RANCHO CUCAMONGA. CA (951) 741.2107 I on innn.I in Mpu ra 1a1 A42.7M1 r4Y Am.1S1Q �aloer'�n,,.al,•m rnmD �� RAFTER. SEE TABLE FOR SIZE -.oAND SPACING ' MAX PROD SEE SCHEDULE MAX 0H i 0�H 25%OF SPAN {- SEE _OPEN LATTICE TYPES \�k3 NG 'wt DING W--��'��m--I LENGTH OF STRUCTURE VARIES �{ ItSEE . A TTED O SE -FT SAq AyCFC/A,G B A.TTACHME NOTE: EACH COMPONENT IS, INTER- AO SED WHERE CHANGEABLE WII'HANY•OTHER S TTS�P G I` PERDULE COMPONTENT UNLESS OTHERWISE SHOWN. FF 9s �W I FOOTING WHERE REQUIRED. C SEE SCHED. FOR FOOTING CN OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRWd OR O SCALE,NTS MAY NOT BE ENCLOSED OR 0 R� T.�/DC IIGII oT-roruGn-CEN-rhG•�P�A'NSI-�4TT1(�'F-STRhi(-'Tlri� �•2 HEIGHT :HEDULE LENGTH OF STRUCTURE VARIES NOTE THIS OPEN LATTICE -TYPE STRUCTURE MAX PROD DISC MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACING ?SAO pO 2M OF SPAN POST HEIGHT SEE CHgDUL la. 11 LENGTH OF STRUCTURE VARIES I POST WITH SIDE- SFq PLATES SEE TAIL AO TOM CAMPBELL 8 ASSOCIATES, INC. ~N ��CiyC W. O. 3 RAFTER,SEETABLE MAX PROJ FOR SIZE SEE SCHE U E ,,I NOTE; THIS OPEN LATTICE-TY�E ST CT�. `�1: MAY NOT BE ENCLOSED,OF 1p ERED. ArJD SPACING MAX. 0H O.H `II \ Lr Civ 5% OF SPAN N HEIGHT :HEDULE LENGTH OF STRUCTURE VARIES NOTE THIS OPEN LATTICE -TYPE STRUCTURE MAX PROD DISC MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE RAFTER, SEE TABLE FOR SIZE AND SPACING ?SAO pO 2M OF SPAN POST HEIGHT SEE CHgDUL la. 11 LENGTH OF STRUCTURE VARIES I POST WITH SIDE- SFq PLATES SEE TAIL AO TOM CAMPBELL 8 ASSOCIATES, INC. SEE POST DE TAI ��CiyC PATIO COVER SYSTEM AS MFG. BY: 11 EACH COMPONENT IS INTER- AD 3 12- SLAB ATTACHMENT MAY BE USED WHERE EAGLE WITH ANY OTHER SFeT s (- TENT UNLESS OTHERWISE SHOWN. F�/tiG EE SCHEED rJ SPERMiTT DULE RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES I FOOTING WHERE REQUIRED. TYPE 'IF ATTACHED p r a MAX. PROD. SEc'SCHEDUIE ,2 RAFTER. SEE TABLE MULTISPAN SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTETHIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED OR COVERED MAX O.H. 5% OF SP, HEIGHT @i AO TOM CAMPBELL 8 ASSOCIATES, INC. SEE POST DE TAI LENGTH OF STRUCTURE VARIES PATIO COVER SYSTEM AS MFG. BY: 11 SfeS4o COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 pst DURALUM PRODUCTS, INC. ILII POST Po TION, cx'1+0 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES I HORIZ. N9ND = 90.100 3 110 SESTCl E POST DET IL NOTE: EACH COMPONENT IS INTER- AosT MAY BE USED S/''Oy.T P Sc C TgS�F /�G 3 112SLAB CHANGEABLE WITH ANY 01-HERSFFTgSAgC TO AI MAY BE USED COMPONTENT UNLESS OTHERWISE SHOWN. ptF I FOCOINST SCHEDULE NOTE: EACH COMPONENT IS INTER- °oS TO LONG. EE S EE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER SSS r S'�4 SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. -' �-FOOTING WHERE REQUIRED SCALE NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE DRAWN BY: K K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: DATE:510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 8 30 pst DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES I HORIZ. N9ND = 90.100 3 110 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 RFVISFI7 AY- K K R O P pAPH JOIRI dA7-7M1 Fay dm.,RIO cglnainlm,nl.,m rnm SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ANOSHTHOFSTRU ROOF PANEL HF PR CTURCV SEE BE LES ARI ORCSEDUSE 'O ECNON �ENCLQNES S -""1 SE "O.H." NOT TO EXCEED 259,16 OF SPAN SEE DETAIL FOR SPLICE - SO. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITI ED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED _-/ SEE SCHEDULE FOR FOOTING CUBE SIZE 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 MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE POST AND A END BAYS NOTE: EACH COMPONENT IS CHANGEABLE WITH ANY OTI• COMPONTENT UNLESS OTHE FES, 1, C, *& p �A\ CMI. ( A?Ay Ors ENCLOSED l OS 3 T ALUMINUM OPTIONAL: OPTIONAL: CANTILEVER BEAM EESCHED SEE SCHEDULE SEE SCHEDULE FOR SPACING t LES POST ALTERNATE: "O.H." NOT TO EXCEED 259% P- OF SPAN SEE SCHEDULE FS orALTERNATE: OFS EkcSINGLE POSTSESEE POST O SPLICE A'I' THIS SP SEE SCH AC/NG SCHEDULENOTECE JD AT END BOYS, 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: AT THIS SINGLE POST SEE SCHEDULE POST /ND BAYS. ATTACHMENT CHANNEL ALUMINUM SEE DETAILS — ROOF PANEL MIN. 0.25•' SLOPE PER FT. SEE SCHEDULE P�ST SPACINGFOR FOR SPANS O. ALTERNATE: "O.H." NOT TO EXCEED 259% or ?S4; OF S��Iv kCEED OF SPAN SEE SCHEDULE SEE DETAIL FOR SPLICE POST O SPLICE A'I' THIS SP SEE SCH AC/NG SO. POSTS. SIZE VARIES JD AT END BOYS, 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDUL MAX. HT.= IT DOTING WHERE REQUIRED _/ =�E SCHEDULE FOR FOOTING CUBE SIZE '- ' I'vlAY 0 6 2003 / Pl r- I.- A -T . / l 11-1-N h /I ALUMINUM ROOF PANEL MIN. 0.25" SLOPE PER FT SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE — SO. POSTS. SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE IENGTk OF T H o RoA ECTION F L SS TH /ES ENCLOSED OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FOR POS SPACING m O.ly N= i 25.7-!O- OF SPAN 'NOTE. -NO SPLICE AT THIS POST AND AT END BAY NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. lvGTH C O.H. SrRUCTURE V,I (NlAY NOT BE ENCLOSED ) EESC/yEDU�E SEE S P�ST SPACINGFOR °HN ALTERNATE: or ?S4; OF S��Iv kCEED SINGLE POST SEE SCHEDULE NOTE O SPLICE A'I' THIS JIL POST / JD AT END BOYS, 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 RODNOTE: 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 =CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN V\//CANTILEVER OPTION RAFTER SPAN 2f � ll6 024" 032" 042•• !j ALUM. ALLOY 3004-H36 If OR EQUAL -,SEE NOTE BEL -OW --^'_I, L.L.= "T" m v (PSF) (IN.) uni Co 16" I F.024, 24" 10- .032 24" 16" 042 24" 16" .024 24" 16" 20 .032 24„ 16" .04224" 16" .024 24" 16" 30 ,032 24" 16" .042 24" 2=x-6'172" RAFT 90, 100 & 110 M XPOSURE B_& 14'-11" 12,.2.. ----20.- 1. 24._ O,. 20'-3" 10'-10" 8'-10" 14'-7" 11'-11" 18'-0" 14'-8"" 9,_8.. T-11' 13'-1" 10'-8" 16'-2" 13'-2" FOR OPEN LATTICE COMMERCIAL & PATIOS lil,h/O 1� MAX.` q.. / � 024" r ( No. 37948 I ' Ex �. I a1�1JL 1� 3 ALUM ALLOY 3004-H36 / OR EQUAL ER m DBL. 2 x 6 1J2" RAFTER PH L.L.= "T' m v 90, 100 & 110 MPH C (PSF) (IN.) o EXPOSURE B & C .024 16 21'-1" 10 24" 17._2.. 16" 28,_6,. 032 24" 23'-3" .I 16- 024 20 24" 12,_5,. 16" 20,_7, .032 24" 16'-10" 16" 13,_9., .024 30 24" 11,_7, 16" 18'-6" .032 24.. 90/100/110 MPH EXPOSURE B & C TRIBUTARY VVIDTH I 8 0" P LOAD = PATIO COVER SYSTEM AS MFG. BY: 042" ALUM ALLOY 3004•H36 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OR EQUAL 10. 20 & 30 Ps SEE NOTE BELOW I SCALE. NONE m _mi C m IS m o 3 x 8" RAFTER HORIZ. WIND = L.L.="T• (PSF) (IN.) 90 S 100 MPH 110 MPH EXP. B& C EXP. B EXP.0 rcialev-vm� peY e04.1St0 aaloeG�r4,minm mm 042 16" 28._5., 28,_5„ 27'-8" 24" 23,_7, 23' 2' 22'-6„ 10 I iC NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 20 I .042 I 24" 1 ?6'_g• 1 16._9„ 1 16'-9" .042 I 16" 1 18,_6„ 1 18._6., 1 18'-6" 30 24" 15'-1" PROJECTION 0 H I SPAN li TRIBUTARY TRIBUTARY= WIDTH 112 SPAN - O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY VVIDTH TABLE P LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I 10. 20 & 30 Ps DURALUM PRODUCTS. INC. SCALE. NONE RANCHO CUCAMONGA. CA (951)741-2107 RAFTER SPANS I HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO. CA 95826 REVISED RY K K A D P 90. 1008110 MPH rcialev-vm� peY e04.1St0 aaloeG�r4,minm mm SHEET OF 30 20 I .042 I 24" 1 ?6'_g• 1 16._9„ 1 16'-9" .042 I 16" 1 18,_6„ 1 18._6., 1 18'-6" 30 24" 15'-1" PROJECTION 0 H I SPAN li TRIBUTARY TRIBUTARY= WIDTH 112 SPAN - O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. fLIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I 10. 20 & 30 Ps DURALUM PRODUCTS. INC. SCALE. NONE RANCHO CUCAMONGA. CA (951)741-2107 RAFTER SPANS I HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO. CA 95826 REVISED RY K K A D P 90. 1008110 MPH rcialev-vm� peY e04.1St0 aaloeG�r4,minm mm SHEET OF 30 PANEL FASTENERS 90/100/110 MPH 24" I � w fro, :. s; ��}p mm 24" TRI -"V" PAN r Exp.f L.L.= PSF 90- MPH 100- MPH 110 -MPH �f C10- Q. 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. \' I' 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. I - 30 414 S.M.S. #14 S.M.S. 414 S.M.S. 12" X J 1/L" VV I-'AIVtL L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 1 #14 S.M.S. 1 #14 S.M.S. 1 #14 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER EXPOSURE B & C 0" 0 L.L.= PSF 90- MPH 100- MPH 110 -MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S SHEET 6 OF 30 MFG. BY: DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10. 208 30 psf DURALUM PRODUCTS, INC. CA 95826 SCALE: NONE RF VISF II AY' K K R n P RANCHO CUCAMONGA. CA (951) 741-2107 PANEL FASTENERS HORIZ. WIND = 90. 1008 110 MPH 8269 ALPINE AVE., SACRAMENTO. ro�ai nsz�mi cer em.�c�n eaia�nn.�.ae�.,, �..�. COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS / 3.00" SQ. 3.00" SQ. �I 3.00"SQ. I� / _ .024" -,#to SMS �I I~ G =3' O..t=.188" / .032" @24"O.C. rII~ O H )1 EA. EA. SIDE c _ - II ,q 075" 3 =4"SQ.xt=.1881 3' O ` U P— b I I .032" _ d I 14 R K=s"SO.xt=.188" p i TYP. —� .040" ALUM. .032" 048"STEEL O O 3.0".4. " OR 5.0" BO `\ 5/8" PLASTIC PLUfG / 28 ��3'">SQ` ALUM. POSTL-- ' 3 ALUM. POST SQUARE 3" SQ. ALUM. POST z O ALUM. ALLOY 3004-H315 MAG POST <WITH SIDE'PLATES � � D 3" SQ. ALUM. POST STEEL POST ALUM. ALLOY 3004-H36_ 3" SQ. STEEL POST - ALUM.-ALL`OY'300a=H36�� ASTM A653 RAD 4 ALUM. ALLOY 6063 -TG ASTM A36 GRADE 40 ALUM. ALLOY �3"00" �, {2.0- 6063J5—� 2.40" I 1� 7 7/16"OHOLE .56" 2 FLANGES O 2 118" APART O 75'` 1. 125" 2.s.. ASTM GRADE 36 STEEL o .75" 75•• BASE FLARES 1 157" TO 3 -WIDE EA. 1.60" TYP. — __ _ SIDE OF FLANGES 1.5 A USE FOR3" 1"� 75 INSTALL WASH. PLATE 090„ TYP. , POST ONLY 5.50"` 1%' x 5/t G" x SYz' WHEN USING / / (111-7/16"0 HOLE IN 110 MPH WIND AREA 2- 5116"0' HOLES S 2-3/8" HOLES .090" -BRACKET FOR 3" POSTS, TYP. EA. SIDE 'l=--ALUM�'T--BRACKET_ STEEL "T" BRACKET 5 T=.060" TYP— )n�n \ 3 -3/8" LAG SCREWS OR I'iAY 0 " /.1111:7 \� �; 1/4" LAG SCREWS J\ /7 G" OMNI= IKI-rn C6 CTI 1(l1 J Q X LU ALUM. ALLOY 6063-T5 "H" BRACKET 3" x 8" ALUM. RAFT. BRACKET ---" 3" x 8" ALUM. HEADER HEADER BRACKET LU NO. 7a Exp.9a� a- .Ts , DRAWPI BY. K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510512W9 COMMERCIAL AND RESIDENTIAL STRUCTURALENGINEERING COLUMN/ 10. 20830ps1 DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 POST TYPES HORIZ "'IND = 6269 ALPINE AVE SACRAMENTO. CA 95626 RF.VISF.N RY KK R n P 90. 1008110MPH • Ig1A1 a52 -7n71 Fav ant151q�mn=nnn, val, un ��,.. SHEET 9 O 30 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-1-136 1.50" 1.50' 06 " 1= n nd" 202" tO o WALL N � FASTENERS ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. .010 x90 (2) DIA. i iD o o .563" tai r1 M .261.. ALUM.ALLOY 6063-T6 060" 1 500" � O ( 1r 500" r B EXTRUDED HANGER CHANNEL ALUM. PANEL 2x OR 3x ALU fv1. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EAVE__ EXISTING EAVE CONNECTION r2 WALL FASTENERS �— SEE TABLE 300" � #14 SMS @ PANEL 25"R 05 LOCKS OR ae SM1tS AT EA'. CONTACT O I zoo�CJ ' CONTINUOUS A- RAIL OCCURS) ROOF PANEL (WHERE I INSUL.'ROOF PANEL ALUM.ALLOY 110 N 6063-T6 d14 SMS @ EA CONTACT X W WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGERi 2,740" o 0" I III IW EXIST. RAFTER N WALL FASTE14ERS AT 2x FASCIA SEE TABLE DESIGN W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. O LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 90 A BorD APPROVED T' OR 4" 'NUJ I INSUL.'ROOF PANEL o EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED DESIGN W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC. I_I_=20 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 DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) w A=3/8"O x 1 1/2" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETfi ZZ B=3/8"0 x 1 1/2" @ 8" O.C. 'K=3/8"0x1 1/8"(012" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE Lu¢w C=7/16"O x 1 1/2" @ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 u)No- D=7/16"O x 1 1/2" @ 12" O.C. 24" O.C. IQ E=3/8"O x 4" @ EACH STUD 25-0" 16'.9" F=7/16"O x 4" @ EACH STUD EXIST. RAFTER 12,6 ALLOWABLE DECK / RAFTER SPAN RAFTCR SIZE SPACING OVERHANG (L) LL=10 I_I_=20 LL=30 2" x 4"1G" FULL OR O.C. 1'46" 16'-8" 13'-10" 9'-3" 2'-0" 11'-8" 8'-8" 5'-10" 2" x 4"V-6" FULL 24" O.C. 10'-8" 8'-3" 5' 6" 2%0- 7'-0" 4'-6" T-0" 2"xG" FULL OR2'-0" 2"x8" NOTCHED 24" O.C. 17'-6" 14'-0" 9'-6" 2"x8" 17ULL 24" O.C. 2%0" 29'-3" 25-0" 16'.9" NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L 1t2 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 S WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY I -11114 sr12" O.0 AT 12" O.C. Zk /r '' �� 1. C,q 12,6 OR 2.8L D ER F-- UU No. 37948 Ex (i1 t fTl D. RAFTER ll' 0 (3 'lOi)J 10# L.L.=(2)#14 SMS EA. SIDE 20#/30#L. L.=(2)#14 SMS EA. SIDE 3/16" //,-3- U -BRACKET 8" 0 STEEL p 114"0 HOLES.TYP. -3/4' OR 1 112" 0 NOTE' PROVIDE WATER g' O PROTECTION. METAL FLASHING 2" x 6 1/2" ORO CAUCK JOINTS AND SLOPE S" MIN. 3" x 8" ALUM. O TO DRAIN RAFTER l"/PIGnL BRACKET AT EVERY 2x 1 1/4" l4" OR 1 1/2" T_ \ FOR SPAN SEE ALLOWABLE DECK/RAF TER SPAIJ TABLE \ EXISTING WOOD STUD FRAMING I.- EAVE LENGTH MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL OBRACKET CONNECTION NOTE: BRACKET MAY BE MOUIJTED BELOW RAFTER WI SAME CONNECTION'5. 12,6 OR 2.8L D ER 2 EACH 114"0 x 3-112" LAG SCREWS L.L.=10 sf 2 EACH 7116"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psl RAFTER (2" MIN. PENETRATION INTO )-#14x1 314" (31 ttinx3 f/2"ws PATIOCOVER EXISTING WOOD STUD) RAFTER TO WALL CONNECTION �3 NOTE. PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL OBRACKET CONNECTION NOTE: BRACKET MAY BE MOUIJTED BELOW RAFTER WI SAME CONNECTION'5. COLUMN i POST TYPES:&SURFACE MOUNT AND EMBEDMENT DETAILS ALUM-T"8RACKET USE WITH �-��"�! POST TYPE B.C,D; OR £� STEEL POST ONLY: "T"3).518-0 BOLTS BRACKET � STEEL YPE C D E USE VYI H� I� tl � OF G. H. J OR K . FOR POST TYPE J L 3"SQ. POST VV/ POST TYPE B C D E F G H I OR K 'OST, (2)-012 SMS EA'v SIDE OF POST OR 1/4" M.B. THROUGH XPOST F)(2)-3/e;'O HILTI "KWIK BOLTS. OR EQUAL. EACH BRACKET TO SLA . MINIMUM DISTACE TO ED,GE-,OF SLAB = 2-112' 1� SHALL BE IN/ ,CONDITION EXISTING SLAB ATTACHED ALTERNATE FTG. CUBE SIZE SO 18" DEEP ' CUBE FTG 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SO. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SO. 25" 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SO. 32" 36" 51" SQ. 34" 38" 55" SO. 37" 40" 60" SO. 39" 42" 64" SQ. 41" 44" 69" SO. 43" ' CUBE FOOTING W/ 3 1/2" SLAB • ALUM: T'BT �\ - USE 12)-J/8-0 'O HILT) KWIK BOLTS OR EQUAL '\\\\\\\ PAI 10 COVER SYSTEM AS MFG. BY: STEUSEEL "T"BRAHCKET. 1/2 DEPTH OF 12)-318'0 ILTI KWIK COLUMN M SURFACE OUNT F DOTING OR BOLTS OR EQUAL 1 i,12" MIN . EMBO 12" MIN EMBEDMENT DEPTH RANCHO CUCAMONGA. CA (9511741-2107 AND EMBEDMENT FOR KWIK BOLTS 8259 ALPINE AVE. SACRAMENTO. CA 95826 111111E AAa 990941 c I' TH n v POURED FOOTING FOR SI .SZE EE FOOTIN SCHEDULE I SQUARE -1 7 3" SQ=POSTS`TO'CONC. FOOTING \,j t ATTACHED ONLY N FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" S 24" CUBE (2)-1/2"0 I 3 1/4" 25" - 30" CUBE (4)-112'0 3 1/4" 31" - 34" CUBE (4)-5/8"0 I 4.. (4)-314"0 r ' 35" • 39" CUBE I 4 3l4" 40" - 42" CUBE (4)-314" O 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. (1)•1/2'OM B x9" LONG. 1" FROM END OF POST I , . . I I ''•r I �I� w � w 0 = w w n F � a • o SQUARE SEE FTGS, SCHED. J OOTINGMBED. ! I I OTES: 1. DO NOT USE ALUM. "T' BRACKET WITH 3X8 BM. WANSERT, MAG. BEAM. 4" OR 7.'I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2" X X O'-" AT STEEL "T' BRACKET. 3. POST TYPE F DO NOT USE STEEL "T' BRACKET W/ 7" I-SEANI. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED F ESSIO' N i� r) G. a -Z Ulirn ~No. :3*79.8 `r ren `\ Exp3I3L11.L_ (2)-1/2"0 BOLTS FOR ALL OTHER CONDITIONS 3116" V 3" SO POST (STL.) OR FLUTED OR 4" SO. POST (STL ) INSERT— PL.518"THK. - 1 112. i"INSERT x A88" ASTM A3 - STEEL 1 1/2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8 C. D. F. G. 8 H FREESTANDING BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9"x9"x 5/8" STEEL PER I.C.C.'ESR-1917 OR EQUAL 1(4 3/4" EMBEDMENT DEPTH ) DRAWN BY: K.K. TOIA CANIPBELL & ASSOCIATES, INC. UVE LOAD = PAI 10 COVER SYSTEM AS MFG. BY: DATE' 5105200s COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN M SURFACE OUNT 10. 20 8 30 psI OURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (9511741-2107 AND EMBEDMENT HORIZ. WIND = 8259 ALPINE AVE. SACRAMENTO. CA 95826 RFVICFf1 RV' K K A TIP 90 100$ 110 MPH lQ iRl d57.7l171 FdY dfli.t Sta calocGlra vahim nnm SHFFT 1n nF in HEADER BEAM TYPES & ATTACHMENT DETAILS ".61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.00" SQ. f001r_!2_1SPLICE 179„ WHERE OCCURS —� SPLICE WHERE OCCURS SPLICE WHEREI_- OCCURS O Lo 3" 2.57" �j 4.6" 4.6" r .075- TYP. 1 R 2.19" � 2,08" 2.04'• 065" 2.04" .065.• TYP. I TYP. . -048' __r 2.93" I TYP. 3.0 .28" a.0000- ASTM A653 GRADE 40 _ 2.7" .038" R.F. GUTTER FASCIA-ALUM. 004-H36A AL OY O ALUM. ALLOY B 6063-T64.5" O ALUM. ALLOY 6063-T6 C O ALUM. ALLOY 6063-T6 O E 6 53 ROLLFORMED GUTTER MAG. GUTTER MAG BEAM 3" SO. STEEL BEAM 4„ I I 3.0" I— 3• I 6.5" �I 2" f� I 3" " 6.5 MAX.— 2" I � � o o .042" SPLICE WHERE 4" OCCURS _ 070„ SPLICE WHERE—� OCCURS .024" —� �— 032•• 042" y - .032" B.O" TYP --.110" TYP. l 1 ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL XJ ALUM. ALLOY 3004-H36 OR EQUALXJALUM. ALLOY 3004-H36 OR EQUAL 6063-T6 6063-T6 O 2 6 RAFTER DBL. 2 O �4saIBEANI��O 7" I-BEAM x x 6.5 BEAM 3 x 8 BEAM % 3.0„ 1'.25" l ALTERNATE STEEL C-BEAM FOR ALUM. I-BEAMS 4" ]-BEAM = 7"x 2 3/4" x 16 GA. STEEL C-BEAM u r 3' 8" I� MAX. '�I 3" I 625' I — —.042" m ..Ingr 1`11:i ;i,.' 11 ;, l I I 04 2" �—= T=14 GA. 7.875" 7" I-BEAM = 12"x 3 1/4" x 12 GA. STEEL Gs i%' I 1 ASTM A653 GRADE 50 i 1- 4 _T Si...625" CD I_._ n +� C" fT L1.! N O. ! B rr ALUM. ALLOY 3004-H36 --j''� OR-ECUnL �- —� --- ALUM. ALLOY 3004-H36 OR EQUAL O I —1; 2.875" F—� 3 8 BEAM O ,� ., O:_ Ex P 3f 3 x 8 BEAM W/ STC. INSEF2T� DBL. 3 x 8 BEAM x STEEL INSERT CIVIL P . w DRAWN BY: K.K. DATE: 5/05/2009 TOM CAMPBELL 8 ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM TYPES LIVE LOAD = 10, 20 & 30 psl PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. v I SCALE: NONE RF. VISEfI RV� K K R fI P RANCHO CUCAMONGA. CA (951) 741-2107 i' HORIZ. WIND = & 11O MPH 8269 ALPINE AVE., SACRAMENTO. CA 95826 IR1R7 A 0.7n71 FCX ani-1A1Q talc M bmal„n, m SHEET I I OF 30 BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA ( WOOD. ALUM OR HARDBORD 1 3" x 8" x.042" BEAM, 3" SQ. STEEL OR \)-#14 S.M.S. EA. SIDE (4) -TOT. MAG BEAM. #14 S.M.S. TOP & BOTT. (2) -TOT. 24 14 x 112" S.M S. EACH SIDE OF 3" #14 x 112" S.M.S. TOP rESQ. POST (4 -TOTAL) ALTERNATE: 114"0 BOLT Wl WASHER & BOTT. (2) -TOT. 1 1/4" A. SIDE OF 3" SO. POST .50) ' ' –_ ROOF.PANEL 4" 6 112" + 1.10" ROLLFORMED OR .75 j O I EXTRUDED GUTTER 1 ;2'135*" 50"�(4)-#14 SDS @ EA. SIDE FASCIA ALUM.BRACKETX #14 S.M.S. 12"O.C. 3"SO POST TOP 8 BOTT. TOT.=166 v2"z2"x .024"RAFTER 2-#14 x 1/2' S.M S. EACH SIDE OF 3" SO. POST (4-TOTALALTERNATE: 114"Pi BOLT Wl WASHER EA. SIDE OF 3" SO. POST 3" X 3" ALUM. ORRAFTERT"TAIL" TO GUTTERSTEEL POST — 3" SO. POST 0" 14 3.125" FOR 3 x,RAFTER GUTTER FASCIA H - BRACKET TO POST 2.12-570-R-2 x RAFTER MAG BEAM 3" SO. POST IK — 3"SO. STL. BEAM 13 ALUM. ALLOY 3003-H24 ALUM. ALLOY3003-H2.4 1.50" O- 1 1 /2„ t= .040" a 6063-T6 .28" I 31I .28`" 2" 2„ � t = .040" 3004-H36 ALUM. 18, \ f 018, (4) - #14 x 3/4" TEK SCREWS P1 } BRACKET TO RAFTER 2"x3" LATTICE TUBE 1 1/2"`SO. OR P2 �1/2"MIN. (2_._LANCE TUBE r 1O � 2" ��(S0ClrCqS,V r) G t.!ji1J C#O8x 2 "SMS2 2 11 TR 3 1/, YP. O 1 1!2" OR 2" SO-OR,2"x3" LATTICE'" - ��we'�� 7�0 d.� o O 3"O.C. MIN. UP TO 7"O:C MAX. ? _ r m 2.750" —RAFTER JI 1,7911 NO. m � _ ; Exp..3 ' n ((4) - #14 x 3/4"`TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS LATTICE TUBE TO'RWFTER - �' BRACKET TO BEAM-- - CIVIL �r 17, BRACKET,' -RAFTER TOTBEAM--- �q8 OR6M BY: K.K- TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DA TE: 5/05/2009 BEAM OPOST COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENT HORIZ. NAND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 RF. VISFO RY K K R f1 P 90. 1009 110 MPH Ig1F1 dt9. D/1?t Fdk dRi. �51q c,InWlr4,r�l„m �,,,,, SHEET 13 OF 30 I$ 10 S.M.S. (810, SPLICE DETAILS SIMPLE SPLICE 9„ ITS_ I TYP. THICKNESS = .035 I I + t + + 6 412 S.M (24 TOT FULL MOMENT BEAM TO POST DETAILS (2010 S.M.S @ EA. VALLEY,TYP. ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTPI_)n=r? OR 6063-T5 FOR EXTRUDED -E====il NOTE: USE S1141PLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I NOTCH I -BEAM FLANGE, AS NEEDED TO CLEAR SPLICES — ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECTWEB (6061-T6) ALTERNATE I I TO POST W/(2)-112"0 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. THRU-BOLTS 1 L. C -BEAM 311 I TOTAL= (8)-1/70 BOLTS (iI I.1 clli� ........................................... - _...................... ._.... ESS/ n' SO. POST 1.00" 0 0 1 O 0 CA 'Qlr�, BEAM TO POST CONN.. SPLICE WHERE - �n OCCURS _ _.070 TY P. ALUM.ALLOY I 1-1611-11,11- I 1I 6003 -TG 16" 1' -- 4" I -BEAM 3'-0" MOMENT C -SPLICE C x rlm U I` No. '17948 r rn P' NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE NM OCCUI ALUM. ALLOY 6063 -TG 7" I -BEAM ORAWN BY: K DATE: 5/052009 SCALE: NONE RFV10Er1 RY- K K ,f n P MOMENT C -SPLICE TOM CAMPBELL 8 ASSOCIATES. INC. COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING BEAM RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS PANEL #12 METAL BACKED. NEOPRENE WASHERED TEK SCREWS @ 8"0 C. jsAX. STAGGER IN BEAM \ FLANGE 4"x3" ALUM. "1" SM. OR I (4).1/4"0 M.B. BEAM 7"x4" ALUM. "I" SM. If TO BRACKET 2- 3/8"0 M.B. THRU STL. "T" BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 10. 20 z 30 per DURALUM PRODUCTS, INC. HORIZ. NAND = 8269 ALPINE AVE. SACRAMENTO. CA 95826 90 1008 110 MPH 1-111111.1-11 re" em.lslo=Ie=u�nll.=Inmrnm SHEET 12 OF 30 DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION '1 1/2" OR 2"LATTICE ALTERNATE 1/2" BOLT CONNECTION4 3"x 3"STL.POST (24") INSERT ATTACHED OR 3"x 3" STL.POST COLUMN FOR FREESTANDING _ #8 S.M.S. 1 DOUBLE RAFTER- ; PLAN 2 I N;,;7ALTERNATE:414 S.M.S. EACH RAFTER TO COL. CONNECT. (8 -TOT.) 1.. °-T----- --- 45"O.5" I o I ALTERNATE: (2)-2x6.5" OR (2)-3"x8"HEADER —L-14— — (2)-1/2"BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 19 #8 S.M.S. EACH SIDE 14 LATTICE 1 1/2" OR 2" y 2"x6.5" OR 3"x8" RAFTER _ ALTERNATE: 1/2" BOLT ALTERNATE: 2)- #14 S.M.S. EACH RAFTER,' TO COLUMN CONNECTION (4'TOTAL) ALTERNATE: � (2)- 2x6.5" OR (2)-3"x8" HEADER ALTERNATE: 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 (@6 SCREWS j PER SIDE 5 3.5I. 5.1 J BEAM SPLICE TO Y OCCUR DIRECTLY OVER 5/8" 0 PLASTIC POST, NOTsPERM IT -TE D—��•PLUG WHERE ^I—@'2 -POST UNITS SCREW,IS-INSIDE < ti r In '.'i`cl, eTt _ - _ #14 SIV1S`MAY� DATE, 5105.2009 BE USE AS ALTERNATE TO 1/4"0 BOLTS LATTICE 3.5" 3.5" 8" BEAM Di OR ❑2 6414 SMS EA. I % SIDE `�� a .I - � 6 1/2" SIDEPLATE EA•.�.I #14'SMS EA..SIDE I i SIDE SEE,P-OS-T-SCHED. TOP, MID HEIGHT— AND BOTTOM. 3"SQ-POST BETWEEN SIDE PLATES "BEAM'TO'POST CONNECTION POST ISCHEDULE-- = 21' 3" SQ. x.032':+ (2)�2'_x 6.1/2'_x:024"'"� 3" SQ. x .032" + (2)-2" x 6 1/2" x.032 ❑1SW/ (6),;#14 SrM" . EACH SIDE.�'�2 W/ (6)-#14 S.M.S. EACH SIDE. USE'ON'CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING SHEATHING •/ II I !{ J 2"x6" LEDGER w\ (2) 3/8" LAI EXIST, 1' STUCCO O OORyEQUAL PENE.INTO_EACH-WOOD STUD SEXIST. STUCCO_/.LEDGER-ATTACHMENT'DETAIL DRAWN Bl•: K.K. TOM CA10PBELL & ASSOCIATES. INC. -..1' LU LU NO. < ti r In '.'i`cl, eTt OC Exp. 3 31 DATE, 5105.2009 DRAWN Bl•: K.K. TOM CA10PBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE, 5105.2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE t0, 20 � 70 psl DURALUM PRODUCTS, INC. SCALE NONE RANCHO GUCAMONGA, CA (951) 741-2107 C014NECTIONS HORIZ VOND = 8269 ALPINE AVE. SACRAMENTO. CA 95826 SHEET 14 OF 30 RFVK-r) RY K K F. n P 90 1008 110MPH molal d47.7n7t PLY dn4.tSto calnc('iNuralnm rnm S I NOTE: 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. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING c�� r� D.I o --.'!'i11.4 FOOTNOTE: - COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES D-2 =.032" SIDEPLATES. ON CONC. SLAB OR FOOTING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B — FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. .1'0# L.L. 90_MPH_E_REESTAND..&.ATTACHED OPEN-LATTICE-PATIOSl12'-OR-LESS�EXP�B~&FC y O_ m F O, m V z < X Q 1n < a z � w O 3" SQ. STEEL BEAM 10. 20 & 30 asI DBL. 3"x8"x.042"BEAM SCALE' NONE RANCHO CUCAMONGA, CA (951) 7 1-2101 AND ATTACHED DBL.2"x6.5"x.032" OR 31'x81IBEAM BEAM •„ , .. „'�` ; '-'r—" 3x8 BEAMMINSERT 1-11 411-11 r", nm..... <�lo<,� n�I,,,.. .-..... > •ATT. Ia- I=- p m MOST FTG. F TYPE (IN•)EXP. G 21 6• 22 G �' G 23 I G 23 9. G 24 10. G 24 11' G 25 12• G 25 13' G 26 14' H 26 15' H 26 16' H 27 17: H 27 18• H 27 19• H 27 20- H 28 FOOTNOTE: L� 1 !; ADER I I 28 REQUIRED ALLOWABLE OR LESSER FOR MINIMUM TYPE ATTACHED NO. D PATIOS OF FOOTNOTE: POST ' MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT- MAX.POST 'SPACING I FREESTAND ATT. MAX.POST $PACING FREESTAND FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN-) FTG. (IN.) MOST TYPE FTG. (IN.) FTG. (IN.) POSTTYPE 1 POST TYPE 2 B EXP. ClEXP. B EXP. C 4' 17'-0" 14'-4" 32 G 16 19'-2" 38 G 20 116'4" 32 G 20 29'-11" 38 2 2 2 2 13'-7" 13'-4" 32 G 17 17'-2° 32 G 20 14'-8" 32 G 20 26'-9 38 2 2 2 2 6' 11'-4" 12'-6" 32 G 18 15'-8" 32 G 21 13'4" 32 G 21 24'-5" 38 2 2 2 2 7' 9'-8" 11'-7" 29 G 18 14'-6" 32 G 22 12'-4" 32 G 22 22'-7" 38 2 3 1 2 2' 8' 8'-6' 10'-10" 29 G 19 13'-7" 32 G 22 11'-7" 29 G 22 21'-2" 38 2 3 2 2 9' 7'-7" 10'-3" 29 G 19 12'-10" 32 G 22 10'-11" 29 G 22 19'-11" 38 3 3 2 2 10' 6'-9" 9'-8" 29 G 20 12'-2" 32 G 23 10'-4" 29 G 23 18'-11" 38 3 3 2. 2 11 6'-2" 9'-3,- 29 G 20 11'-7" 29 G 23 9'-10" 29 G 23 18'-0" 32 3 4 2 2 12' 5'-8" 8'-10" 29 G 20 11'-1" 39 G 24 9'-5" 29 G 24 17'-3" 32 3 4 2 2 13' 5'-2" 8'-6" 32 H 21 10'-8" 32 H 24 9'-1" 32 H 24 16'-7" . 32 3 4 2 3 14' 4'-10" 8'-2" 32 H 21 10'-3" 32 H 24 18'-9" 32 H 24 16'-0" 32 4 4 2 3 15' 4'-6" 7'-11" 32 H 21 9'-11" 32 H 24 8'-5" 32 H 24 15'-5" 32 4 5 2 3 16' 4'-3" 7'-8" 32 H 22 9'-7" 32 H . 25 8'-2" 321. H 25 1 44'-11" 32, 4 - • 5 2 3 17' 4'-0" 7'-5" 32 H 22 9'-4" 32 H 25 8'-0" 32 H 25 14'-6" 32 4 5 3 3 18' 3'-9" 7'-3" 32 H 22 9'-1" 32 H 25 7'-8" 32 H 25 14'-1" 32 4 5 3 3 11 19' 3'-7" 7'-0" 38 H 22 8'-10" 38 H 25 7,-6„ 38 H 25 13'-9" 38 ' AND OR SPACING SLAB MUST MIN. MUST SPACING BE NO. OF POST EXCEED USED 20' 3'-4" 6'-10" 38 �-i 22 $'-7" 38 H 26- i - �yQL'E 38 H 26 13'-4" 38 NOTE: 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. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING c�� r� D.I o --.'!'i11.4 FOOTNOTE: - COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES D-2 =.032" SIDEPLATES. ON CONC. SLAB OR FOOTING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B — FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I DRAWN BY: K K. - TOM CAMPBELL & ASSOCIATES, IN{I. U LATTICE LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE' 5105/2009 ya POST SPACING TABLE COMMERCIAL AND RESIOENTIAL STRUCTURAL E GINEERING FREESTANDING 10. 20 & 30 asI DURALUM PRODUCTS, INC. SCALE' NONE RANCHO CUCAMONGA, CA (951) 7 1-2101 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE . SACRAAAENTO. CA 95826 I SHEET 25 OF 30 REVISED BY* K.K % O P •„ , .. 90 100 a 110 I'll 1-11 411-11 r", nm..... <�lo<,� n�I,,,.. .-..... I 10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EYP. Q & C DRAWN BY: K K. TOM CAMPBELL $ ASSOC LATTICE 3" SQ. STEEL PATIO COVER SYSTEt`•I AS FG. BY: BEAM DBL. 3"x8"x.042"BEAM COMMERCIAL AND RESIDENTIAL STRUCTURnL POST SPACING TABLE FREESTANDING 10, 20 8 30 pst DURALUM PRODUCTS, INC. DBL.2"x6.5"x.032" BEAM RANCHO CUCAMONGA, CA 1951) 7 -2107 AND ATTACHED HORIZ WIND= 3"x8" BEAMwIINSERT SPIFFY 26 OF 30 REVISED BY K K. B D.P. .. -, , .� .. 90 100 5 110 MPH FOR ATTAGHED PATIOS OR 3"x8"BEAM > MINIMUM NO. OF POST Q p Z m ? TYPED FOOTNOTE:' FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. POST TYPE 1 POST TYPE 2 O o 00 5 u - g iQ ¢ N MAX.POST SPACING SPACING SPACING SPACING u1 3- MIN. FTG. FTG. MIN FTG. FTG. MIN FTG. FTG. MIN FTG. 1- EL z g N O FTG. (IN.) POST TYPE (IN.) (IN.) POST TYPE (IN.) (IN) POST TYPE (IN.) (!N.) POST TYPE (IN.) 1 - EXP. B EXP. C EXP. B EXP. C 4' 17'-0" 94'-4" 32 G 17 19' 2„8 3' G 21 16'-4” 34 G 20 29'-11" 39 G 23 2 2 2 2 5,. 5' 13'-7" 13'-4" 32 G 18 17"216, 6„ 34 G 22 14'-8" 34 G 20 26'-g- 39 G 24 �, 2 3 2 2 6' 11'-4" 12'-6" 32 G 19 15' 8" 5'-0" 34 G 22 13'-4" 34 G 21 24'-5" 39 G 24 B 2 3 2 2 7' 9'-8" 11'-7" 29 G 19 14' 6" 34 G 23 12'-4" 34 G 21 22'-7" 39 G 25 9• 3 3 2 2 13-11" 8 8'-6" 10'-10" 29 G 20 13'-7" 34 G 11'-7" 30 G 22 21'_2" 39 G 26 10• 3 3 2 2 13'-0" 9' 7'-7" 10'-3" 29 G 20 12'-1 34 G ]24 10'-10" 30 G 22 19'-11" 39 G 26 11• 3 4 2 2 12'-3" 10' 6'-9" 9'-8" 29 G 21 1 12'-2" 34 G 24 10'_4" 30 G 23 18'-11" 39 G 27 12• 3 4 2 2 11 6'-2" 9'-3" 29 H 21 11, 7„ 30 H 25 9'-10" 30 H 23 18'-0" 34 H 27 13• 4 4 2 3 12' 5'-8" 8'-10" 29 H 22 11'-1" 30 H 25 9'-5„ 30 H 23 17'-3" 34 H 14' 45 2 3 0'-7" 13' 5'-2" 8'-6" 32 H 22 10'-810.2„ 34 H 25 9'-1" 34 H 24 16'-7" 34 H F28 15' 4 5 3 3 14' 4'-10" 8'-2" 32 H 22 10'_3" 34 H 26 8'-9" 34 H 24 16'-0". 34 H 16' 4 5 3 3 -10" 15' 4'-6" 7'-11" 32 H 23 9'-11"-g 34 H 26 8'-5" 34 H 24 15'-5" 34 H 28 17' S 6 3 3 16' 4'-3" 7'-8" 32 J 23 9-7 34 J 26 8'-2" 34 J 24 14'-11" 34 J 29 18• 5 6 3 3 17' 4'-0" 7'-5" 32 J 23 9 4 ' 34 J 27 7'-10" 34 j 25 14'-6" 34 j 29 ,, 5 6 3 3 11" 18 T-9° T -g° 32 J 249 1 34 j 27 7'-5" 34 j 25 14'-1" 34 j 29 20• 5 6 3 3 19' 3'-7" 7'-0" 38 J 24 a' -1o" 8' S" 39 J 27 7'-0" 39 J 25 13'-9" 39 J 29 FOOTNOTE: HEADER ' AND OR MIN. NO. OF POST 8, 7„ 2D' 3'-4" 6'-10" 38 J 24 39 J 27 / 6, 8.. 39 j 25 13'-4" 39 J 30 REQUIRED SPACING MUST EXCEED g _3" ALLOWABLE SLAB SPACING NOTE: 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. 10 FOR ATTACHED $ SHT. 24 FOR FREESTANDING co 0 C.7 i � ��;_; 8 Exp. 3I UN 1_E65L-M MU51 tit USED `j FOOTNOTE:' I ,; I COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 S C. DRAWN BY: K K. TOM CAMPBELL $ ASSOC LATTICE LIVE LOAD = PATIO COVER SYSTEt`•I AS FG. BY: DATE. 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURnL POST SPACING TABLE FREESTANDING 10, 20 8 30 pst DURALUM PRODUCTS, INC. SCALE NONE RANCHO CUCAMONGA, CA 1951) 7 -2107 AND ATTACHED HORIZ WIND= 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SPIFFY 26 OF 30 REVISED BY K K. B D.P. .. -, , .� .. 90 100 5 110 MPH ,o lAl ay.�ml FnY eMn510 =mumn,,.oi„m ... m