The URL can be used to link to this page

PAT (09-1055)Application. Number:' ''09-00001055 60945 LIVING STONE DR 09-1055 A'PN: 764-270-999-38 -300234- Application description: PATIO COVER - RESIDENTIAL Property Zoning: MEDIUM . HIGH DENSITY RES Application valuation: 2993 Ta�144Q" Applicant: Architect or Engineer: IP BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with _ Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C51 License No.: 379 ractor: OWNER -BUILDER DEC RATION 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 apermit 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.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , BAP.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: _SANDRA NELSON 60945 LIVING STONE DRIVE LA QUINTA, CA 92253 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/02/09 Contractor: LA QUINTA PATIO COMPi x`- 40133 CALLE LOMA ENT �yi l BERMUDA DUNES, CA 92 3 Cr T 0� 2i1Un� (760)863-4335 _ Lic. No.. 449379 G(T'`!l: r Af.tUn-41. r,ea -----—----------------------------------------- WORKER'S ----------------------------------------WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations:. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is ` I issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier SOUTHERN INS I Policy Number WSII002541901 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' compensat laws of California, and agree that, if I should become. subject to the orkers' compensatio rovisions of Section - of the Labor Co ",all forthwi o Y i t se rovi ate:E! �% pplicant: WARNING: FAIL E TO SECURE WORKERS' COMPENSATION COVERAGE IS LAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO 0 HUNDRED THOUSAND DOLLARS 1$100,0001. 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 cor ect. lag a to co y with all city and county ordinances and state laws relating to b ' ding construction, a d by ize re entatives of this county to enter upon the above-mentioned prop ert fdrinspection e Da (� nature (Applicant or Agentl: Application Number 09-00001055 Permit PATIO COVER PERMIT Additional desc . Permit Fee . . . . 54.0.0 Plan Check Fee 35.10 Issue Date . . . . Valuation 2993 Expiration Date 3/31/10 Qty _ Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9:00 Special Notes and Comments 225 S.F. ALUMAWOOD LATTICE PATIO COVER @ REAR OF RESIDENCE. 2007 CODES- -----------------------.------ Other Fees ----------------------------------------------- BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) -RES 50 Fee summary Charged Paid Credited Due Permit•Fee Total 54.00 .00 .00 54.00 Plan Check Total 35.10 .00 .-00 35.10 Other Fee Total 1.50 .00 .00 1_50 Grand Total 90.60 .00 .00 90.60 Bin # City of La Quinta Building a Safety Division P.O. Box 1504,78-495 Calle Tampico Permit #, \o0 La Quinta, CA 92253 - (760) 777-7012 OR Building Permit Application and Tracking Sheet Project Address: Owner's Name: V A. P. Number: Address: Legal Description: City, ST, Zip:4 Contractor: L UI AJ T-�'t pi�-r/O �� Telephone: X03—��% 70�a LL p /✓ T fZf}-pA Project Description: Address: -10 - ( 3 3 C4 City, ST, Zip: I A) a 1 O A- .C? -R- ;k O 3 Telephone: 7 - S 7 q' / O q 3 — _ State Lic. # : � 1 3 7 City Lic. #: 99 Arch., Engr., Designer: Address: City ST Zip: 0 Construction Type: Occupancy: Telephone: Project type (circle one): New Add'n Alter Repair Demo State Lic. #: # Units: y� t� O L r Sq. Ft.: �J✓ #Stories: Name of Contact Person: J v� Telephone # of Contact Person: '7 _ -7 LJ _ p � 3 Estimated Value of Pro1 c / Z �— APPLICANT: DO NOT WRITE BELOW THIS LINE To A rYrNr PERMIT FEES N I Submittal Req'd Rec'd Plan Sets Structural Calcs. Truss Cales. Energy Caics. Flood plain plan Grading plan Subcootactor List Grant Deed K,O,A, Approval IN HOUSE: - Planning Approval Pub. Wks. Appr School Fees BUILDING & SAFETY D PT• AP P Fl®V EION FOR CON DATE Fccs Item Amount Plan Check submitted Plan Check Deposit Reviewed, ready for corrections Plan Check Balance Called Contact Person Construction Plans picked up Mechanical Plans resubmitted 2'' Review, ready for corrections issue Electrical Plumbing Called Contact Person S.M.I. Plans picked up Grading Plans resubmitted Developer Impact Fee ''' Review, ready for corrections/issue A.I.P.P. Called Contact Person Date of permit issue BUILDING & SAFETY D PT• AP P Fl®V EION FOR CON DATE Fccs NELSON RESIDENCE 60945 LIVINGSTONE DR. i7 • rt t. PROPOSED ALUMAWOOD , LATTICE SHADE STRUCTURE 28'-12" 8' 5'_32 , r rr :� BACK YARD 23'-58., POOL. SPA CITY OF LA QIJIf� BUILDING & SAFETY DE ► . APPROVE® f FOR CONSTRUCTION O DATc BY ❑ POOL. EQUIPT. L TOM CAMPBELL ASSOCIATES, INC-. Commercial and Residenfial Structural Erigineering } (951) 741=2107 t 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 panel's or latticepurlins, as cited in the attached standard plans identified -as Job No. GF07-0674 and containing my professional engineers starrip .and signature,comply with the roof live; snow, ,wind and seismic loading requirements cited, in the 2006 InternationalBuilding Code, 2006` International Residential Code, .2.007 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`iarork relevant to :the construction of the approved patio cover must be in accordance with the attached standard. plans as approved by the ocal authority having -jurisdiction; y Please contact..me at. (951) 741-2107 or at ticampbeli(6charter.net should you require!additional information. Sincerely, Tom Campbell, PE Nea s, A1. 1 °G Exti.31 1111 i Site Information Owner's Name Address Cityjown State PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES 1_!dHE DESIGN COMPLIES WITH THE 2006-INTERNATIONAL_BUILDING CODE, -2006.1 NTERNATIONAL RESIDENTIAL-CODE=2007-CALIFORNIA BUILDING -CODE, I�ASC-EISEI.7_05_MINIMUM DESIGN LOADS -FOR -BUILDINGS AND OTHER-STRUC_T_URES-AND THE-2000-&-2005-ALUMINUM-MANUAL ADM-1-00'&'1-05fRESPECTIVEL-Y. 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 DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & 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. AT ATTACHED COVER: 50 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERSSHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE 0). 21 THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE 0). MATERIAL SPECIFICATIONS: 22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24 PRESSURE S 00 POUNDS EIR SQUARE FOOT PER FOOT OF FOONG PRESSURE IS 1,500 POUNDS TDESIGN SQUARE FOOT. LATERAL 1ROIL ING DESIGN VERTICAL SOIL ING DEPTH. (EQUA S 150 PSF/FT x.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.SHALL BE A-325. ALL OLTS SHALL HAVE STANDARD -CUT LTS SHALL BE 2024-T4; EPLAOBOLTS TED 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 -13B5 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. NC)TFS. ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED P' 141 0 r" 2009 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 B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 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 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 B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. TOM CAMPBELL & ASSOCIATES, INC. DRAWN BY: K.K. DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 REVISED BY' K.K. & 0 P LIVE LOAD="" -- 10, 20 & 30 psl DURALUM PRODUCTS, INC. HORIZ. WIND = 8259 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 R(1 tfl(1&ttfl MPH fA1Aj dF7_7f17'I FdX dM.1F'IG calcc(n1rl,rtaL .m rn • DRAWN BY: K.K._ TOM CAMPBELL & A55OCIATE5, INC. - RAFTEFOR ZE BLE - OPEN LATTICE TYPES . ' 'Fk'Sr GB Ly 5 AND SPACING OPEN LATTICE -. • - 4 .. . N/�O��C• ' RANCHO CUCAMONGA. CA (951) 741-2107 - ki ' - - F ST N ND7E: THIS OPEN LAT SEE SCHED VIE 8269 ALPINE AVE., SACRAMENTO, CA 95826 • _ MAX. PROD. ' GB `/(O/NG MAY NOT BE NCLO ED OR COVERED. aw - SEE SCHEDULE - _ MAX. O.H. O' , " y » .. RAFTER, SEE TABLE FOR ZE ' 2y�OF,y� 25% OF SPAN - _ \ •r AND SPACING . TS \ F gCNC G+ . • ' O.H. �S�o O� .. MAXOF F•°psFkp_25% • ♦ S. PAN - ,. . TSa C 1 POSHEIGHT . SEE SCHEDULE POST HEIGHT - SEE • 16 6p. R LENGTH OF STRUCTURE VARIES �'W.yG ° • - 16 ' ' POST WITH SIDE- , OVF�N , • • PLATES SEE DETAIL . LENGTH OF STRUCTURE VARIES "fl1 -r- A • p SFFT SagC _ _ .. � IVIl . �• - .. � . POST WITH SIDE- - NOTE: EACH'COMPONENT IS INTER- a MAY BE USED WHERE NT yFQSr SAq gSPERMITTED.(RO'NG PLATES SEE TAIL CHANGEABLE WITH ANY.OTHER SerSagc I SCHEDULE t' :Z COMPONTENT UNLESS OTHERWISE SHOWN. SEE qe F N G - ` - OTE: EACH COMPONENT IS INTER- pOs vz sLAe ATTACHMENT MAY BE USED WHERE • • - FOOTING WHERE REQUIRED, cGEABLE SEE SCHED. FOR FOOTING Cy �Ir6� WITH ANY OTHER - SFF Tao rge(FC�ryG I-- PERMITTED. v , SEE SCHEDULE ' TENT UNLESS OTHERWISE SHOWN. OPEN LATTICE -TYPE PATIO COVER , Q NOTE: THIS OPEN E ENCLOSED C - �+ MAY NOT BE ENCLOSED OR , .. " R lit FOOTING WHERE REQUIRED. SEE SCHED. FOR FOOTING CUBE SIZE - , •SCALE: NTS ' YPE-EllATTAC-HE-D�SINGL-E S,PAN"L'ATl�ICE=S.T-Rl'7CT P E.T" ATTACHED MULTISPAN R' TY+IFiPpY LATTICE STRUCTURE • O C) ZOOS NOTE: THIS OPEN LATTICE -TYPE STRUCTURE ' UlJ NO. 37 p 40 I�I MAY NOT BE ENCLOSED OR COVERED. r MAX. PROJ. • . - MAX. PROD. RAFTER, SEE TABLE SEE SCHE U E FOR SIZE NOTE: THIS OPEN LATTICE -TY ES ENCLOSE O CT EREO. SEE SCHEDULE • ti,. AND SPACING ` - .MAY NO7 BE - - '( S CNI RAFTER. SEE TABLE �� 0 ZS�Oa M'1} AND SPFORACING 25%O OF AOsrs•OgRygry 0 O/ry G S •H'9.1- . MAX. O.H. �O,c OV 25% OF SPAN G 'OO FqH STSp gryG . gC�ryC _. OST HEIGHT SE HEDULE AGE r OST HEIGHT ' O SE HEDULE 16 1 ; LENGTH OF STRUCTURE VARIES OV R'Yq'1'G 16 4- POST CROSS-SECTI + LENGTH OF STRUCTURE VARIES ' ., PO .SFF SEE POST DETAI - ' • - SS -SECTION. POST DET T SFF SEE 31/2'SLAB. - TgSagC/ e(F NG - NOTE: EACH COMPONENT IS INTER- Dos MAY BE USED 31/2- SLAB CHANGEABLE WITH ANY OTHER SFFT SpgC/ I MAYTO BE USED CONSTRAIN COMPONTENT UNLESS OTHERWISE SHOWN. qs(F NG FOOTING.CS EEA SCHEDULE NOTE: EACH COMPONENT IS INTER- psr SFFT FOOTING, SEE CHANGEABLE WITH ANY OTHER. Spq�7 qg<F NG I- SCHEDULE OPEN LATTICE -TYPE PATIO COVER 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 LATTICE STRUCTURE -- - DRAWN BY: K.K._ TOM CAMPBELL & A55OCIATE5, INC. - L14E LOAD- PATIO COVER SYSTEM AS MFG. BY: + ' DATE; SI051Z009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10, 20 & 30 psf DURALUM PRODUCTS. INC. 4 • SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 STRUCTURES' HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SPIFFY 3 OF 3D ' REVISED BY: K K. R D P. • 90.100 R 110 MPH IQIR1 AR7-7r7+ FAX dn.'Lt51Q'calaNnlH, vaL,m rnm I ATTACHMENT CHANNEL SEE DETAIL — ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE — SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED ---/ SEE SCHEDULE FOR FOOTING CUBE SIZE II A ll 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 qc�5 SCHEDULE POST AND A END BAYS. NOTE: EACH COMPONENT IS CHANGEABLE WITH ANY OTI- COMPONTENT UNLESS OTHI Lf+] ALTERNATE: SINGLE POST SEE SCHEDULE SOLID PANEL TYPES FXP'5 Va>_ civil, ( MAY NOT BE ENCLOSED ) SEE SCHEDULE FOR POST SPACIN O.H. NOT 25%0, O EXCEED SPAN 0 SPLICE AT THIS D AT END BAYS. ATTACHMENT CHANNEL ALUMINUM SEE DETAILS ROOF PANEL MIN. 0.25" SLOPE PER FT SEE SCHEDULE FOR SPANS O. / "O.H" NOT TO EXCEED 25 OF SPAN _ _ SEE DETAIL FOR SPLICE rALTERNATE: SQ. POSTS. SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMTTED. SEE SCHEDULE MAX. HT.= 12' DOTING WHERE REQUIRED --/ - 9� E SCHEDULE FOR FOOTING CUBE SIZE � Pl1AY 0 61009 n�uGn NAI II TI.qPP f ALUMINUM ROOF PANEL MIN. 0.25" SLOPE PER FT. SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN LENcrN of ANp S Tl4e PRA LLNOTRECrURE VAR �ECTiOiy IF ENCLO EN OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FOR v POST SPACING m 259' OF LNOTEWdO SPLICE AT THIS POST AND AT END BAY NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. LENGTH OF ST H RUCTURE CARIES Np TBEENC (MgyLOSEp) o OPTIONAL: CANTILE OSTSPA SEE DETAIL FOR SPLICE — BEAM LESP�STSPACING SQ. POSTS, SIZE VARIES r x ALTERNATE: SINGLE POST i 3 1/2" SLAB SEE SCHEDULE MAY BE USED iv TO CONSTRAIN POST FOOTING, SEE SCHEDULE LENcrN of ANp S Tl4e PRA LLNOTRECrURE VAR �ECTiOiy IF ENCLO EN OPTIONAL: CANTILEVER BEAM SEE SCHEDULE FOR v POST SPACING m 259' OF LNOTEWdO SPLICE AT THIS POST AND AT END BAY NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. LENGTH OF ST H RUCTURE CARIES Np TBEENC (MgyLOSEp) o OPTIONAL: CANTILE OSTSPA C/ EESCHED SEE SCHEDULE FOR LESP�STSPACING 2 ." OT Tl EXC EED ALTERNATE: SINGLE POST SPq��I�J( SEE SCHEDULE NOTE 0 SPLICE A i THIS POST D AT END WS. FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- SEE'SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: TOM CAMPBELL & ASSOCIATES, INC. SOLID PANEL 10, zo R 30 psf DURALUM PRODUCTS, INC. DRAWN BY: K.K. 8259 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 30 DATE: SI05l2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. WIND = SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 90. 100 & 110 MPH IaiF� asp -gym+ cnx anz-1A,o vI^ �"'=I"^"-^'^ REVISED BY' K K R D P RAFTER SPANS,�f 6:51` „v 024" 032" ' —� .042" ALUM. ALLOY 3004-H36 OR EQUAL - • 16" 10 .032 24" 16" .042 24" 16" .024 24" 16" 20 .032 24„ 16" 042 24„ 16" .024 24" 16" 30 .032 24" 16" 042 24" r1 -2=-2"J 20'-l" 16-5" 24'-10" 20'-3" 10'-10" 8'-10" 14'-7" 11'-11" 18'=0" 14'-8" 7'-11 „ 13'-1" 10'-8" 16-2" 13'-2" OPEN LATTICE COMMERCIAL & PATIOS _E 3' 6.5" MAX. `I 2" I'~ .024" —�' .032" No. 3794.8 Exp. J ALUM. ALLOY 3004-H36 Oa- - OR EQUAL CD P DBL. 2 x 6 1/2" RAFTER c LL- "T' m 8 90, 100 & 110 MPH (PSF) (IN.) ' o EXPOSURE B & C .024 16 21,_1„ 10 24" 17'-2" 16 28'-6" .032 24" 23'-3" 024 16 15'-3" 20 24„ 12,_5, 16" 20'-7" 032 24" 16'-10" .024 16" 13'-9" 30 24" 11,_2„ 16" 18'-6" .032 24" 15.1„ 90/100/110 MPH EXPOSURE B & C . rn a� 2 x 6 1/2" RAFTEf CLEAR SPAN c c PATIO COVER SYSTEM AS MFG. BY: L.L.= "T' n 90, 100 & 110 MPH (PSF) (IN.) N 0 EXPOSURE B & C SEE NOTE BELOW �s 16" 8269 ALPINE AVE., SACRAMENTO. CA 95826 16" 10 .032 24" 16" .042 24" 16" .024 24" 16" 20 .032 24„ 16" 042 24„ 16" .024 24" 16" 30 .032 24" 16" 042 24" r1 -2=-2"J 20'-l" 16-5" 24'-10" 20'-3" 10'-10" 8'-10" 14'-7" 11'-11" 18'=0" 14'-8" 7'-11 „ 13'-1" 10'-8" 16-2" 13'-2" OPEN LATTICE COMMERCIAL & PATIOS _E 3' 6.5" MAX. `I 2" I'~ .024" —�' .032" No. 3794.8 Exp. J ALUM. ALLOY 3004-H36 Oa- - OR EQUAL CD P DBL. 2 x 6 1/2" RAFTER c LL- "T' m 8 90, 100 & 110 MPH (PSF) (IN.) ' o EXPOSURE B & C .024 16 21,_1„ 10 24" 17'-2" 16 28'-6" .032 24" 23'-3" 024 16 15'-3" 20 24„ 12,_5, 16" 20'-7" 032 24" 16'-10" .024 16" 13'-9" 30 24" 11,_2„ 16" 18'-6" .032 24" 15.1„ 90/100/110 MPH EXPOSURE B & C . TRIBUTARY WIDTH FI 3.0" I � 8.0.. CLEAR SPAN (FT.) PATIO COVER SYSTEM AS MFG. BY: 042" DATE: 5/05/2009 ALUM. ALLOY 3004•H36 OR EQUAL DURALUM PRODUCTS, INC. ' SCALE: NONE REVISED BY: K K R D P SEE NOTE BELOW RAFTER SPANS m 3 x 8" RAFTER 8269 ALPINE AVE., SACRAMENTO. CA 95826 c "T' m °� 90 & 100 MPH 110 MPH (PSF) (IN.) N o EXP. B& C EXP. B EXP.0 MIA%457-7M7 PAX Ani-tA10 mloclnlAirnlnm mm SHEET 7 OF 30 16" 28'-5" 28,_5„ 27,_6„ .042 10 24" 23,_2„ 23'-2"1.22,_6„ * 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. 16" 20,_6„ 20,_6„ 20,_6„ 20 .042 24" 16,4„ 1 16,_9„ 16,4„ " 04 2 16" 18'=6" 18'-6" 18'-6" . 30 24" 15,_1„ 15,_1„ 1 15--l" r PROJECTION SPAN it TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN +O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EOUAL TO CENTER SPAN TO CENTER SPAN TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. ' SCALE: NONE REVISED BY: K K R D P RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 90. 100 & 110 MPH MIA%457-7M7 PAX Ani-tA10 mloclnlAirnlnm mm SHEET 7 OF 30 16" 20,_6„ 20,_6„ 20,_6„ 20 .042 24" 16,4„ 1 16,_9„ 16,4„ " 04 2 16" 18'=6" 18'-6" 18'-6" . 30 24" 15,_1„ 15,_1„ 1 15--l" r PROJECTION SPAN it TRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN +O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EOUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. ' SCALE: NONE REVISED BY: K K R D P RANCHO CUCAMONGA, CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 90. 100 & 110 MPH MIA%457-7M7 PAX Ani-tA10 mloclnlAirnlnm mm SHEET 7 OF 30 PANELFASTENERS 90/100/110 MPH IIIIAY U G AIM 24" a 24" TRI -"V" PAN r G ~ No. 3791118I Exp tt- L.L.= PSF 90 -MPH 100- MPH 110- MPH 10 #14 S.M.S.r#14SMS #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. 90/100/110 MPH IIIIAY U G AIM a m I, r G ~ No. 3791118I Exp tt- rn CIV1�-� �Q' EXPOSURE B & C J. L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #14 S.M.S.#14 S.M.S. #14 S.M.S. L.L.= PSF 90- MPH 100- MPH 110 -MPH #14 S.M.S. #14 S.M.S. #14 S.M.S. If 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. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. INDICATED ARE TO BE USED ATg" PAN W/(2) -V'S NOTE: FASTENERS FRONT HEADER AND REAR LEDGER / 8"x2 1/2" FLAT PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. RESIDENTIAL STRUCTURAL ENGINEERING PA=FASTENERS LIVE LOAD = 10, 2083opst HORIZ. WIND = DURALUM PRODUCTS, INC. 8269 ALPINE AVE., SACRAMENTO, CA 95826 ^^' SHEET 6 OF 30 DATE: SI052009 COMMERCIAL AND RANCHO CUCAMONGA. CA t951) 741-2107 90. 100 & 110 MPH 101F1 dF9-7(171 FD% dM-1F1Q ealac(nlr4'ral"m SCALE: NONE REVISED BY K K R D.P. HANGER CHANNELS AND MOUNTING BRACKETS 1.50" WALL FASTENERSt— " -1 SEE -1. 300 ALUM. 3004-1136 .06 " 25"R 05 0 ,1' r= n n4" 010"x90" p0 #14 SMS @ PANEL io o WALL 'FASTENERS ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. �c ALUM. PANEL 2x OR / 3x ALUM. RAFTER � FASCIA BOARD ALLOWABLE PROJ (2) LOCKS OR #8 SMS _ AT EA. CONTACT N o � 563fALUM.ALLOY .281" .206�/� ri CONTINUOUS A- RAIL ROOF PANEL (WHERE OCCURS) 63-T6 �' ALUM.ALLOY ® 6063-T6 Ln .060" B #14 SMS @ EA. CONTACT w / EXTRUDED HANGER CHA NEL WALL CONNECTION O EXIST. EAVES, RAFTER EXISTING EAVF. _ ALUM.ALLOY 606® I.R. HANGER 2.740" T=.060" WALL FASTENERS SEE TABLE I APPROVED 3" OR 4" INSUL. ROOF PANEL 0" v HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) STEEL 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION. METAL FLASHING r1 CAUCK JOINTS AND SLOPE 1 TO DRAIN w¢ C=7/16 0 x 1 1/2 @ 1 �Na D=7/16"0 x 1 1/2" @ 12" O.C. AT MASONRY (SOLID -GROUTED WIND AT 2x FASCIA AT WOOD STUD CELL AT FASTENER) OR CONC. DESIGN W/ SIMPSON A35 16" O.C. LL=30 LL=10 LL=20 LL 0 EXIST. RAFTER RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 LL=10 LL=20 K 90 A B or D 'B or D E J J K 100 BorC BorD BorD E E E J J K 110 D BorD BorD E E E 2"x8" FULL 24" O.C. 2' 0" DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) �iU CELL DIR CONCRETE' NOTE,: AT 10, 20 & 30 L.L. MAY USE: SOLID -GROUTED CMU CELL OR CONCRETE wo B=3/8" 0 x 1 1/2" @ 8" O.C. 'K=318"0x1 1/8"@12" O.C.IINTO SEE NOTE 27, SHEET 1 zz O C 'HILTI QUICK BOLT STAINLESS STEEL 10# L.L.=(2)#14 SMS EA, 1 1/2" 20#/30#L.L.=(2)#14 SMS t13/4" ACKET OR 1 1/2" 2" x 6 1/2" OR 3" x 8" ALUM.RAFTER A \ EXISTING WOOD STUD 2 EACH 1/4"0 x 3- 2 EACH 7/16"0,x 2zMIN-PENETR DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. HANGER CHANNEL DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS REVISED BY' K K & O P INTO ,TI,;ON O ~ No. < j�� Exp.3 w N O 0 i O 41 N 0 0 }#14 SMS T&B ' t- AT 12" O.C. I\ - w '•lr;Y 0 (� �Oti�J E 3/16" ilL STEEL 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION. METAL FLASHING r1 CAUCK JOINTS AND SLOPE 1 TO DRAIN w¢ C=7/16 0 x 1 1/2 @ 1 �Na D=7/16"0 x 1 1/2" @ 12" O.C. EAVE CONNECTION O2 LL�� E=3/8"0 x 4" @ EACH STUD STUD EXISTING F=7/16"0 x 4" @EACH ALLOWABLE DECK / RAFTER SPAN EXIST. RAFTER RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 V-3" 1 '-6„ 2" x 4" 16" O.C. 2-5' 16 8 13'-10" 11'-8" 8'-8" 5'-10„ FULL OR l'-6" 10'-8"'B,_3„ 6" 2" x 4" 24" O.C. 2._0" 7,_0" 4'-6" FULL 2"x6" FULL OR 24" O.C. 2'-0'• 17'_6" 14,_0" 9'-6" 2"x8" NOTCHED 29,_3., 2"x8" FULL 24" O.C. 2' 0" NOTE,: AT 10, 20 & 30 L.L. MAY USE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THEIN . STALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN (NDS), 11.1.3 AND 11.1.4, ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION RESPECTIVELY 10# L.L.=(2)#14 SMS EA, 1 1/2" 20#/30#L.L.=(2)#14 SMS t13/4" ACKET OR 1 1/2" 2" x 6 1/2" OR 3" x 8" ALUM.RAFTER A \ EXISTING WOOD STUD 2 EACH 1/4"0 x 3- 2 EACH 7/16"0,x 2zMIN-PENETR DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. HANGER CHANNEL DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS REVISED BY' K K & O P INTO ,TI,;ON O ~ No. < j�� Exp.3 w N O 0 i O 41 N 0 0 }#14 SMS T&B ' t- AT 12" O.C. I\ - w '•lr;Y 0 (� �Oti�J E 3/16" B" 0 0 0 B• O O O STEEL 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER PROTECTION. METAL FLASHING r1 CAUCK JOINTS AND SLOPE 1 TO DRAIN TYPICAL BRACKET AT EVERY 2x 1 1/4" \ ` FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE WINGF EAVELENGTN \ ~ L \ 2x8 OR 2.8 LEDGER D 30 ps( RAFTER XX"11 ).#14x1 3/4" (3)414012"W.S. PATIO COVER NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET MAY BE MOUNTED O BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. LIVE LOAD= NAlwwvtnaiai�'�'��'• 10, 20 & 30 Pst DURALUM PRODUCTS, INC. IZ. VIANDD = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 30 HOR 90. IZ.&110MPH lQiR1eR?-7mi Faxen-isi4 mal=��""�"^`' COLUMN /POST TYPES & SU-R-F-ACE MOUNT ATTACHMENT DETAILS =t. 3.00"SQ. �I Fes. '.024" 032" - #10 SMS 13.00" SQ. Ir i1.00� 3.00" SQ.lolor �I I~ PG =3° Q.xt=.�aa o N 6.5 J @24"O.C. EA. SIDE CO o a o H=3"SQ.xt=.250''ll J=4"SQ.xt=.188 „ gg-- o11 032^ 1 141�R "' K =5^sQ.xt=.188" ' ALUM. 11 LI ALUM. .032" TYP. .040" .048"STEEL O •28 OO 3.0".4.0 OR 5.0" 5/8" PLASTIC�L'UG ,41 ' 3" SQ. ALUM. POST �3" SQ. ALUM. POST 3 ALUM. POST MAG POST `SQUARE ALUM. ALL Y 3004-H36 WITH SIDE PLATES./ALUM. / O 3" SQ. ALUM. POST STEED POST ALUM. ALLOY 3004-1-136 ALUM. ALLOY�3004-H36^" .+•;:: 3" SQ. STEEL POST ASTM A36 GRADE 40 ALUM. ALLOY 6063-T6 A653 GRADE4U ALUM. ALLOY 3.00" OR 6063-T5 2.40"- 2.0" 1.375" CL 7/16"OHOLE .56" 2 FLANGES 0 2 1/8" APART .75" Q ASTM GRADE 36 STEEL 1.125' 2.5 o .75" 75" BASE FLARES 1.60" 157" TO 3"WIDE EA. TYP. _ __ _ SIDE OF FLANGES 1.5 USE FOR 3" 1.75' +--� 7k INSTALL WASH. PLATE ,090" TYP. lVa" x 5/16" x 5Y2" WHEN USING POST ONLY 5.50" 1-7116"O HOLE IN 110 MPH WIND AREA .090" BRACKET FOR 3" POSTS 8 2-3/8" HOLES z- 5/1s"O HOLES TYP. EA. SIDE ALUM "T" BRACKET STEEL "T" BRACKET 5 T=.060" TYP--- -3/8" LAG SCREWS OR MAY 0 6 2009 3� �3 4;-1/4" LAG SCREWS (2.5" PENE. INTO EA. STUD) �®FE3 t- � I 3„ x I W CID AS— ~ � Lu No. 7948 m 3„� --a Ex 3 p. c L ALUM. ALLOY OF 6063-T5 3” x 8" ALUM. RAFT. BRACKET CAU 3" x 8" ALUM. HEADER HEADER BRACKET "H" BRACKET ORAWIV BY', K.K. DATE: 5105/2009 TOM CAMPBELL & ASSOCIATES, INC. LIVE LDAD = PATIO COVER SYSTEM AS MFG. BY: COLUMN / =I SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 . 30 DURALUM PRODUCTS, INC. POST TYPES REVISED RVK K R D P ' RANCHO CUCAMONGA. CA (951) 741-2107 HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 100 & 110 MPH /Q'IAl d57.7n71 FAX dnl-1A1Q —1—RI, nen=I"m rnm SHEET 9 OF 30 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED COLUMN /POST TYPES ��. & SURFACE MOU,NTJ�Aice3=ND DETAILS LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: _EMBEDMENT .� DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT ALUM.-T"BRACKET USE WITH OURALUM PRODUCTS, INC. 1pqim4.10_7n-)i . . SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT POST TYPE B.C.D. OR E. 8269 ALPINE AVE., SACRAMENTO, CA 95826 STEEL POST ONLY: REVISED BY: K K A 0 P - "T" BRACKET STEEL.'T'BRACKET USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. USE POST TYP ; I F, G, H, J OR'KE (3)-5/8"0 BOLTS FOR POST TYPE J -_ - @ 3"SQ. POST W/ - 3" SO. POST ALUM.'T"BRACKET: I WSQ. POST (2)-#12 SMS EA. SIDE OF POST OR USE ((21-3/8"0 HILTI KWAK BOLTS OR EQUAL STEEL."T"BRACKET: j I 1/2 DEPTH OF I I 45 (2)-1/2"0 BOLTS 16" INSERT 1/4" M.B. THROUGH USE (2)-3/8.9 HILTI KWIK FOOTING OR r I " I I FOR ALL OTHER % .188" CONDITIONS 4 5" POST SEE NOTES BELOW BOLTS OR EQUAL ' 12" MIN. EMBD. I I ASTM A3- (2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH ., i I STEEL BOLTS, OR EQUAL, EACH FOR KWIK BOLTS I i 7, T_O.C. BRACKET TO SLAB. ('.= - "S .BASE PL . MINIMUM DISTANCE TO EDGE OF SLAB = 2-1/2" d ~ W IL ASTM A572 STEEL - a w o DE TH . e ° _ 3116" SLAB SHALL BE IN c POUREDCONCRETE FOOTING SEE NOTE 'F of w GOOD CONDITION •_:: ;..::'.�:� ' 3"SQ. POST(STL.) : -- 3 1/2" MIN. FOR SIZE SEE FOOTIN (1)-1/2"0M.8. a x9" LONG, 1" SQUARE OR FLUTED OR 4" SQ. POST (STL.) ' SCHEDULE SQUAR FROM END SEE'FTGS, INSERT • 8�V OF POST SCHED. f .� SQUARE O L- • --- PL.S/B"THK. EXISTING SLABO7 3" SQ. POSTS TO CONIC. FOOTING—. FOOT NGMBED. -------- ---- - --- 1 1/2'• 1 6„ 1 1/2" '_WELDED STEEL BASE PLATE__ �' ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE MAYBE USED WITH POST TYPE, SEE SHT.8 ALTERNATE FTG. FOOTING & ANCHOR BOLTSPLATESIZE "T' 1. DO NOT USE ALUM. 9" SO. x 5/8" B, C, D. F, G, & H ' BRACKET WITH 3X8 BM. W/INSERT, MAG. BE 4" OR 7" I -BEAMS. CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. ' BOLTS 18" 18" SQ.' 12" 2. POST TYPE E INSTALL WASHER PLATE, 2" X Xn" X 0'- " AT STEEL "T' 23' & 24" CUBE (2)-12"0 3 1/4" 20" 21" SQ. 12" 22" 25" SQ. 16" 25" - 30" CUBE (4)-1/2"0 3 1/4" BRACKET. 3. POST TYPEF flf1Y U 6200 DO NOT USE STEEL "T' BRACKET W/7" I -BEAM, - 24" 28" SQ. 20" 31"-34"CUBE (4)-5/80 4" FREESTANDING BASE PLATE ANCHOR 26" 32" SQ. 23" 28" 35" SQ. 25" 35" - 39" CUBE (4)3/4 0 4 3/4" BASE PLATE ANCHOR BOLTS (SIZE & TYPE) 30" 39" SQ. 28" Q�OFES�OQ �/O f♦ G+ � .. 32" 43" SQ. 30" 40" - 42" CUBE • (4)-3/4"0 4 314" 9"x9"x 5/8" ST EL P HILTI KWIK BOLT O STAINLESS STEEL PER I.C.C. ESR -1917 OR EQUAL 3/4" EMBEDMENT DEPTH ) NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. 34" 47" SQ. 32" A �dSA �� 6� (4 . 36" 51" SO. 34„ 38" 55SQ. 37" " (D I-- ui N0.37948 m 40„ 60" SQ. 39., o Exp313 42" 64" SQ. 41" CIVI 44" 69" SQ. 43" • CUBE FOOTING W13 112" SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN SURFACE MOUNT 1020&30 sf P OURALUM PRODUCTS, INC. 1pqim4.10_7n-)i . SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. W ND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 ' REVISED BY: K K A 0 P 90. 100 & 110 MPH FAw ana-i.,,lQ P�n�,�l,�,,, n.,., � SHFFT 10 (1F 30 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.5�,C.61" I GUTTER EXT. CLIP I GUTTER EXT. CLIP 2.57" 2.08" _r.- .038" R.F. GUTTER FASCIA -ALUM. ALLOY 3004-1136 6.5" ROLLFORMED I- 3 SPLICE WHERE 4" OCCURS 070, TYP. SPLICE WHERE OCCURS .065" TYP. t- 2.7" - OALUM.ALLOY A 6063-T6 4.5" GUTTER ALUM.ALLOY 6063-T6 O F 4" I -BEAM ALUM. ALLOY 6063-T6 7" I -BEAM SPLICE WHERE SPLICE WHERE OCCURS OCCURS 4.6" 4.6- 2.04- 065" TYP. Ee 0 ALUM.ALLOY 6063-T6 O MAG. GUTTER C yl 2" 6.5 024" .032" .042" ALUM. ALLOY 3004-H36 OR EQUAL J 2 x 6 RAFTER ALUM.ALLOY 6063-T6 MAG BEAM 3.00" SQ. f �I1.ogf I 14"R TYP.048' .28" ASTM A653 GRADE 40 OE 3" SQ. STEEL BEAM 3" 6.5" MAX. .032" ALUM. ALLOY 3004-H36 OR EQUAL J DBL. 2 x 6.5 BEAM 3.0" If jL 042" 8..0„ 1 ALUM. ALLOY 3004-1136 OR EQUAL O3x8BEAM 1.25"� ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 625" r MAX. yI 3' � 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM r t �- .042" 8, 042" T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL —� 7.875 ASTM A653 GRADE 50 625" U" ALUM. ALUM. ALLOY 3004-H36 ALLOY 3004-H36 I w ~ No. 3 948 rrrr OR EQUAL `LfOR EQUAL M �� 2.875" �� N Exp. I 3 x 8 BEAM W/ STLINSERT DBL. 3 x 8 BEAM O 3 x 8 BEAM O % STEEL INSERT CIV11. P �----- DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30 REVISED BY' K K. & O.P 90. 100&110 MPH 1ptAl 459-7n91 F4X dnn-t51p ealoNnlHi iralum nnm BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA (WOOD. ALUM. OR HARDBORD) TOM CAMPBELL & ASSOCIATES, INC. 3"x 8" x.042" BEAM, LATTICEoTUBE TO RAFTER r 3" SQ. STEEL OR (2)-#14 S.M.S. EA. SIDE (4) -TOT. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM O POST MAG BEAM. #14 S.M.S. TOP & BOTT. (2) -TOT. 2•#14 x 1/2" S.M.S. EACH SIDE OF 3" #14 X 1/2" S.M.S. TOP SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT W/ WASHER HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 & BOTT. (2) -TOT. 1 1/4 \ F 3" SO. POST VIRED BV K K R D P. - 90. 100 & 110 MPH fPlR%Asz7ml FAY AnA.1R10 �alo<n.1„��Ium Mm ,SHEET ROOF PANEL LP4„ 6 1/2" ---- ROLLFORMED OR hoo EXTRUDED GUTTERALUM.BRACKET X (4)-#14 SDS @ EA. SIDEFASCIATOP & BOTT. TOT.=16#14 S.M.S. @12"O.C3"SO. POST 2„ 1" 6 1/2"x2"x .024"RAFTER 2414 x 1/2" S.M.S. EACH SIDE 0-r 3" SO. POST (4 -TOTAL) ALTERNATE: 1/4"0 BOLT,W/ WASHER EA. SIDE OF 3" SO. POST 'X 3" ALUM. OR TEEL POST I OR .240" SO. POST 1 4 .2 GUTTER FASCIA H - BRACKET TO POST -'-"-" MAG BEAM 3" SO. POST y% _ 3"SO. STL. BEAM, �1Y3ALUM: ALLOY 3003-H24 ALUM. ALLOY 3003-H24 1.50' 1.50 28" 28" 2" 2.. 018' .018„ U _ d2:'x3" LATTICE TUBE1 1/2" SQ. OR P2 2" LATTICE TUBE o_%0!ESS1oA. _ !,11A 18 x,2 SMS, 2 1/2 OR 3 1/2", TYP. i 1i2" OR 2" SO..OR'2"x3" LATTICE — --� @ 3"O.C. MIN.,UP, TO 7"O.C. MAX. RAFTER r,! TOM CAMPBELL & ASSOCIATES, INC. LATTICEoTUBE TO RAFTER r 17 1 •794 8 1�r I RAFTER "TAIL" TO GUTTER 15 .U4U"30O) bb3 U -I ID t =t =04 .0" 04-H36 ALU (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER I 11/2" MIN. IO o O / (45,#14 x 3/4" TEK SCREWS OR (6) #10xl /4" TEK SCREWS BRACKET TO BEAM # "U" BRACKET --RAFTER TO BEAM AM BY', KA, TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:. TE: 5/05/2009 T.A COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM O POST 10, zo & 30 psr DURALUM PRODUCTS, INC. ALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 13 OF 30 VIRED BV K K R D P. 90. 100 & 110 MPH fPlR%Asz7ml FAY AnA.1R10 �alo<n.1„��Ium Mm ,SHEET #10 S.h I8 TOT. SPLICE DETAILS SIMPLE SPLICE #12 S (24 T( FULL MOMENT BEAM TO POST DETAILS (2)#10S.M T @ EA. VALLEY, �L -t- 11 t t\t ++!I++ tt I _---- ALUM. ALLOY 3004-H 36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTR.UnFn OR 6063-T5 FOR EXTRUDED NOTE: FULL MOMENT SPLICE MAY OCCUR NOTCH I -BEAM FLANGE NOTE: USE SIMPLE SPLICE ONLY IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I AS NEEDED TO CLEAR I -BEAM ALUM ALLOY SO. POST,CONNECT WEB SPLICES - ROLLFORMED & EXTRUDED FASCIAS (6061-T6)ALTERNATE I I TO POST W1(2) -1/2"O NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLSED. + n " L1 C'T E 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE UL. C -BEAM THRU-BOLTS 311-1 TOTAL= (8)-1/2"0 BOLTS ; I'Ih t' tl'UYJt ................................................................................. � SO. POST p'EESSIp �.00" C N,� BEAM TO POST CONN. SPLICE WHERE OCCURS 4" _ _.070' 1 `-9 2 m ~ No... 7948 rn ��P► P CI ALUM. ALLOY I I ,( I I 6063-T6 16' ---�I I�— 4" I -BEAM -3'-0"- MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WF OCCU ALUM. ALLOY 6063-T6 7" I -BEAM DRAWN BY: K.K. DATE: 5/05/2009 SCALE: NONE REVISED BY, K K R D P MOMENT C -SPLICE TOM CAMPBELL & ASSOCIATES, INC. BEAM COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPLICE DETAILS RANCHO CUCAMONGA. CA t951)741-2107 PANEL #12 METAL BACKED. NEOPRENE WASHERED TEK SCREWS @ 8"O.C. [v1 AX. STAGGER IN BEAM FLANGE 4"0" ALUM. "I" SM. OR 7"x4" ALUM. "I" SM. - (4)-1/4"0 M.B. BEAM TO BRACKET 2- 3/8"0 M.B. THRU STL.'T' BRACKET TO POST. POST, SEE SCHEDULE __ Y ALTERNATE BEAM TO POST CONN. LIVE LOAD = 10, 208 30 psl DURALUM PRODUCTS, INC. HORIZ. VNND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 12 OF 30 90. 1008110 MPH JAJA%eFl7.7n91 PAY ena-1aiq �nmcrNAuralnm nvn DOUBLE RAFTER CONNECTION DETAILS 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTIO PLAN 2 #8'S.M.S. EACH SIDE �— LATTICE 1 1/2" OR 2" 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 CONNECTOR (2)-#14 S.M.S. EA EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 LATTI.CE�BEAM TO-PO-Sl=--CON-N-ERCT ON !� ,_) BEAM SPLICE TO s/a 0 PLASTIC OCCUR DIRECTLY OVER I POST. NOT PERMITTED PLUG WHERE 7EFRiS CREWS I @ 2 -POST UNITS SCREW IS INSIDE IDE. 5„ 5' #14 SMS MAY BE USE AS 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS 3.5° 3.5" 8" BEAM ❑1 OR 6414 SMS EA. SIDE I I 6 1/2" SIDEPLATE EA. #14 SMS EA. SIDE I j SIDE SEE POST SCHED. TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION POST SCHEDULE 21, 3" SO-. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ' x :032" + (2)-2" x 6 1/2" x.032 W/ (6�#1'4�S M.S. EACH SIDE. 0-f tW/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC-*S,LAB�ONLY �+• "USE ON CONC. SLAB OR FOOTING �J EXIST.�_ SHEATHING I;� Y �� G N'll J 2"x6" LEDGER (NEW OR EXIST.) En w (2) 3/8" LAG SCREW EXIST. V STUCCO OR EQUAL 2.5" PENE.INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL LIVE LOAD = F1.1RAWN BY:K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE 10, 208 3opsl DURALUMPRODUCTS, INCATE: 5/5/209COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 14OF 30 CALE: NONE RANCHO CUCAMONGA. CA (951)741-2107 90. 100 8 110 MPH /Q1F, aF7.7n9, Fnx AM_1F1Q camEVISED 9Y: K K A D P . ALTERNATE: 4414 S.M.S. EACH - - RAFTER TO COL. -- CONNECT. (8 -TOT.) 1., 0-7----- 4.5" 0 6.. 1 . 3"x 3"STL.POST (24") I o I ALTERNATE: OR INSERT ATTACHED OR I I (2)-2x6.5" (2)-3"x8"HEADER 3"x 3"STL.POST COLUMN. FOR FREESTANDING (2)-1/2^BOLT 2"x 6.5" SIDEPLATE DBL RAFTER / DBL. HEADER CONN. 9 #8'S.M.S. EACH SIDE �— LATTICE 1 1/2" OR 2" 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 CONNECTOR (2)-#14 S.M.S. EA EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN. 20 LATTI.CE�BEAM TO-PO-Sl=--CON-N-ERCT ON !� ,_) BEAM SPLICE TO s/a 0 PLASTIC OCCUR DIRECTLY OVER I POST. NOT PERMITTED PLUG WHERE 7EFRiS CREWS I @ 2 -POST UNITS SCREW IS INSIDE IDE. 5„ 5' #14 SMS MAY BE USE AS 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS 3.5° 3.5" 8" BEAM ❑1 OR 6414 SMS EA. SIDE I I 6 1/2" SIDEPLATE EA. #14 SMS EA. SIDE I j SIDE SEE POST SCHED. TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES BEAM TO POST CONNECTION POST SCHEDULE 21, 3" SO-. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ' x :032" + (2)-2" x 6 1/2" x.032 W/ (6�#1'4�S M.S. EACH SIDE. 0-f tW/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC-*S,LAB�ONLY �+• "USE ON CONC. SLAB OR FOOTING �J EXIST.�_ SHEATHING I;� Y �� G N'll J 2"x6" LEDGER (NEW OR EXIST.) En w (2) 3/8" LAG SCREW EXIST. V STUCCO OR EQUAL 2.5" PENE.INTO EACH WOOD STUD EXIST. STUCCO / LEDGER ATTACHMENT DETAIL LIVE LOAD = F1.1RAWN BY:K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE 10, 208 3opsl DURALUMPRODUCTS, INCATE: 5/5/209COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 14OF 30 CALE: NONE RANCHO CUCAMONGA. CA (951)741-2107 90. 100 8 110 MPH /Q1F, aF7.7n9, Fnx AM_1F1Q camEVISED 9Y: K K A D P . f1�0# L�!SL 90 M -P H T-iR E-=E=S:TARQ3-ATTACHED -O P_E N LAT_T'I C-E`PAT I O S 12 0 -R -LES S=E=X P -B & C r. Y SQ. STEEL BEAM DBL. 3"XT 042"B AM DBL.2"x6,5"x.032" BEAM OR 3"x8"BEAM �3"x8yBEAMT1N-6ER FOR ATTACHED PATIOS MIMMUM N0. OF POST F��,2 O L7 m FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST FRE ATT % Q m TYPE D FOOTNOTE: ' POST TYPE 1 POST TYPE 2 0 Z 5 a Z MAX.POST SPACING FTG. MIN FTG. SPACING FTG. POST FTG. FTG. pOST FTG. SPACING FTG. (IN.) POST FTG. (IN.) EXP. B EXP. C EXP. B EXP. C F- m O (IN.) POST TYPE IN. (IN.) ON) TYPE (IN.) ON) TYPE (IN.) TYPE 2 32 G 16 19'-2" 38 G 20 16'-4" 32 G 20 29'-11" 38 G 21 s 2 2 2 4' 17'-0" 14'-4" 38 i 2 2 2 2 32 G 17 17'-2" 32JG 0 14'-8.. 32 G . 201:26�9y: _ 5' 13'-7" 13'-4' 15'-8" 321 13'-4" 32 G 21 24'-5" 38 G 23 2 2 2 2 32 18 6' 11'-4" 12'-6" G 14'-6" 322 12'-4" 32 G 22 22'-7" 38 G 23 91 2 3 2 2 29 G 18 7' 9'-8" 11'-7' 32 G 22 1.1'-7" 2922 G 21'-2" 38 G 24 10' 2 3 2 2 19 8' 8'-6" 10'-10" 29 G 13'-7" 22 38 24 3 3 2 2 10-3" ' 29 G 19 12'-10" 32 G 22 10'-11" 29 G 19'-11" G 11' 9' 7'-7" 32 G 23 10'-4" 29 G 23 18'-11" 38 G 25 1T 3 3 2 2 20 10' 6'-9" 9'-8" 29 G 12'-2" 13 Y 2 11 29 G 20 11'-7.. 2g G 23 9'-10" 29 G 23 18'-0" 32 G 25 4 2 6'-2" 9�-Y 39 G 24 9'-5., 29 G 24 17'-3" 32 G 26 14' Y 4 2 2 20 12' 5'-8" 8'-10" 29 G 11'-1" Y 8'-6" 32 H 21 10'-8 " 32 H 24 9'-1" 32 H 24 16'-7" 32 H 26 15' 4 2 3 13' 5'-2" 32 H 24 8'-9" 32 H 24 16'-0" 32 H 26 16• 4 4 2 3 14' 4'-10" 8'-2" 32 H 21 10'-3" 24 32 H 27 17 4 5 2 3 15' 7'-11" 32 H 21 9'-.11" 32 H 24 8'-5" 32 H 15'-5" 4'-6" . 32 H 25 8'-2" 32 { 25 14'-11" 32 H 27 18' 4 5 2 3 16' 4'-3" 7'-8" 32 H 22 9'-7" 32 25 14'-6" 32 H 27 19' 4 5 3 3 17' 4'-0" 7 ' S" 32 H 22 9'-4" 32 H 25 8'-0" H 5 3 3 32 25 7'-8" 32 H 25 14'-1" 32 H 27 20' 4 18' 3'-9" 7'-3•. 32 H 22 g,_1., 38 H 25 38 H 28 FOOTNOTE: 7'-0" 3$ H 22 8'-10" 38 H 25 7'-6" 13'-9" HEADER AND OR MIN. NO. OF POST 19 3'-7" . 3$ H 26 3$ 13'-4" H 2$ REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING 20' 3'-4" 6'-10" 38 H 22 8'-7" 3$ H 2� �0�� Q OR LESSER MUST BE USED FOOTNOTE: ' SIDEPLATES USE ON CONC. SLAB ONLY / Z $ COL. TYPES D-1 024" D-2 032" SIDEPLATES ON CONE -SL -AB OR -FOOTING CD �{'----COL-:-PES f NOTE:Nr? FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. OCCURS, CUBED FOOTING SIZE Exp• FOOTNOTE: "SAMPLE' FIGURE INDICATES EXPOSURE B Imo" RE INDICATES:EXPOSURE C WHERE SLAB MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. CI �`F ONE FIGURE SHOWN INDICATES EXP. B & C. ADDITIONAL FOOTNOTE: WHERE ONLY SEE ALTERNATE FOOTING TABLES ATTACHED & SHT. 24 FOR FREESTANDING PATIO COVER SYSTEM AS MFG. BY: SHT. 10 FOR TOM CAMPBELL & ASSOCIATES, IN POST STRUCTURAL E GINEERING FREESTANDING LATTICE SPACING TABLE LIVE LOAD = 10.20 & 30 ps1 HORIZ. WIND = DURALUM PRODUCTS, INC. 8269 ALPINE AVE.. SACRAMENTO. CA 95626 SHEET 25 OF 30 DRAWN BY: K.K. DATE: 510512009 SCALE: NONE COMMERCIAL AND RESIDENTIAL RANCHO CUCAMONGA, CA (951) 7 1-2107 AND ATTACHED 90.100 & 110 MPH Io1R1 e5avmi Fox en?-1510=mnnrnem ��m REVISED BY: K.K. & D.P. 10# L.L. 100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C TOM CAMPBELL & ASSOC U TTIGC LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 3" SQ. STEEL BEAM POST SPACING TABLE FREESTANDING COMMERCIAL AND RESIDENTIAL STRUCTU7951)7-2107 DBL. 3"x8"x.042"BEAM DURALUM PRODUCTS, INC. DBL.2"x6.5"x.032" BEAM HORIZ. WIND = B269 ALPINE AVE.. SACRAMENTO. CA 95826 3"x8" BEAMw/INSERT .,,N 90. 100 8 110 MPH �aia1 e59.7m1 vex An4.151U aalcc/A,d„nb,m rte,,, FOR ATTACHED PATIOS OR 3"x8"BEAM MINIMUM NO. OF POST ¢ z (- I 1 m p Z g MAX.POST ATT. MAX.POST ¢ = H o TYPE D FOOTNOTE: FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST FREESTAND FREESTAND ATT. p 03 F ¢ zp SPACING FTG. SPACING FTG. SPACING FTG. SPACING m POST TYPE 1 POST TYPE 2 FTG. MIN. FTG. MIN FTG. MIN POST FTG. MIN. POST FTG. (IN.) POST TYPE (IN.) (IN.) POST TYPE (IN.) (IN.) TYPE (IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C 32 G 17 19'_2„8 39 G 21 16'-4" 34 G 20 29'-11" 39 G 23 6 2 2 2 2 4' 17'-0" 14'-4" 5 5' 13'-7" 13'-4" 32 G 18 1 6, 6„ 34 G 22 14'-8" 34 G 20 26'-9" 39 G 24 7' 2 3 2 2 6' 11'-4" 12'-6" 32 G 19 15'-8" 5 0-- "7' 34 G 22 13'-4" 34 G 21 24'-5" 39 G 24 8' 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" 29 G 20 13'-7" 34 G 24 11'-7" 30 G 22 21'-2" 39 G 26 10 3 3 2 2 8' 8'-6" 10'-10" 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" 29 G 21 12'-2" 34 G 24 10'-4" 30 G 23 18'-11" 39 G 27 12, 3 4 2 2 10' 6'-9" 9'-8" 11'-8" 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 29 H 22 11'-1" 30 H 25 9'-5" 30 H 23 17'-3" 34 H 27 14' 4 5 2 3 12' 5'-8" 8'-10" 10'-7" 13' 5'-2" 8'-6" 32 H 22 10'-8"10,-2" 34 H 25 9'-1" 34 H 24 11 34 H 28 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 28 16' 4 5 3 3 10- 15' 4'-6" 7'-11" 32 H 23 9'-11" 34 H 26 8'_5" 34 H 24 15'-5" 34 H 28 17' 5 6 3 3 6 32 J 23 9-7 34 j 26 8'-2" 34 j 24 14'-11" 34 J 29 18, 5 6 3 3 16' 4'-3" 7'-8" 17' 4''-0" 7'-5" 32 J 23 9 4 '_11„ 34 J 27 7'-10" 34 J 25 14'-6" 34 J 29 19• 5 6 3 3 18' T-9" 7-_Y 32 j 24 9.-1 ' 34 J 27 7'-5„ 34 J 25 14'-1" 34 j 29 20• 5 6 3 3 8 -8' 19'8'-10" 3'-7" 7'-0" 38 � 24 39 � 27 7'-0" 39 � 25 13'-9' 1. 39 j 29 FOOTNOTE: 20' HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED 38 j 24 $, 7„ 39 j 27 39 1 25 39 J 30 3'-4" 6'-10" $'-3" -8" 13'-4" ALLOWABLE SLAB SPACING OR LESSER MUST BE USED Q � li`gj IJ t �(iSJ FOOTNOTE: �� COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE: p COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS, CUBED FOOTING SLAB. SIZE i— r �" r 8j i FOOTNOTE: "SAMPLE" MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. Exp 3 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ONE SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY FIGURE SHOWN INDICATES EXP. B & C. SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING a, DRAWN BY: K.K. TOM CAMPBELL & ASSOC U TTIGC LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 POST SPACING TABLE FREESTANDING COMMERCIAL AND RESIDENTIAL STRUCTU7951)7-2107 10, zo a so I DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. B D.P. RANCHO CUCAMONGA• CA ( AND ATTACHED HORIZ. WIND = B269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 26 OF 30 .,,N 90. 100 8 110 MPH �aia1 e59.7m1 vex An4.151U aalcc/A,d„nb,m rte,,,