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10-0203 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 10-00A.0-0203_____ �. Property Address: 79295 ROSE DAWN APN: 649-030-069-145'-31311 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: HIGH DENSITY RESIDENTIAL Al pliootion 'valuation: .30 4 G Applicant: Architect or Engineer: -- .4 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: C47 D03 LicenseNo.: 539152 CDaw. "/6 '/QContracto;�� 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 ($500).: (_ I 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 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: VURPILLAT KATHL 79295 ROSE DAWN LA QUINTA, CA 9 ( Contractor: ... 7--1 PRECISION PATIOS 67210 KANN ROAD DESERT HOT SPRINGS, (760)413-2007 Lic. No.: 539152 Xuy 1 CA 92241 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/16/10 :J WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: —� -�f-Applicant: �....-- - WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or'omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. - I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned proper t for inspection purposes. i? _-Date: --� . 16 - /u5ignature (ApplicantorA meq: Application Number 10-00000203 Permit . . . PATIO COVER PERMIT ' Additional desc . Permit Fee• 63.00 Plan Check Fee 40.95 Issue Date . . . . Valuation . . . . 3046 Expiration Date 9/12/10 Qty Unit Charge Per Extension BASE. FEE 45.00" 2.00 9.0000 THOU BLDG 2,001-25,000 18.00 ---------- Special Notes and.Comments -------------. 229 SQUARE FOTT LATTICE PATIO PER 2006 .... --IBC; 2006IRC; 2007 -CBC `-& _APPROVED PLANS. ---------------------------------------------------------------------------- Other Fees . . . BLDG STDS ADMIN (SB1473) 1.00 Fee.summary Charged Paid Credited. Due Permit Fee Total 63.00 .00 .00 63.0.0 Plan Check Total 40.95 .00 .00 40.95 Other Fee Total 1.00 .00 .00 1.00 Grand Total 104.95 .00 .00 104.95 Bin # Permit # 2 �� ✓ o Project Address: 2 C( S City of La Quinta Building & Safety Divfslon P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking;. Sheet e 05 E OA INJ N) Owner's Name: J;�-A- qL V U 2 P I L, L, F\ —C A. P. Number: Address: 7 1 Z 'I 5 "se- Legal Description: City, ST, Zip: F\ . Q• Contractor �(✓15i ®/J P oq T1 D 5 Telephone:? & Address: 3782,-1 6 U 11, 0 F O iZ -0 Project Description: Z L A 7 7 L (, City, ST, Zip: )rel I V L Al Z 2 �' -r` 67 LSV ^/►AAt) O D Telephone: -7 "��<::: City Lic. #.: State Lic. #: 5 3 cl 1 S2— Arch., Engr., Designer: �' Q M t✓ A M P t3 Address: City, ST, Zip: Telephone: • >' ..' �.' . .�V.:• kms.: Construction Type: Occupancy: State Lic. #: Project type (circle one): ew Add'n Alter Repair Dano Name of Contact Person:Y A CS E 12 Sq. FL: Z Z I# Stories: # Units: Telephone # of Contact Person: 76o G? V 6 '815 3 Estimated Value of Project: /B 00 ' O t7 APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Plan Sets Req'd Rec'd TRACKING Pian Check submitted PERMIT FEES Item Amount Structural Cales. Reviewed, ready for corrections Plan Che& Deposit Truss Calcs. Called Contact Person Plan Ch•:ck Balance Title 24 Cates. Plans picked up Constrt--tion Flood plain plan Plans resubmitted Mechanical Grading plan 2'! Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''' Review, ready for correctionstissue Develo er Impact Fee Planning Approval Called Contact Person A.I.P.P- Pub. Wks. Appr Date of permit issue School Fees LE I Total Permit Fees ra VuYZpILL_A-r Ze 7q z 9 S 120 50 D /� W N �,ON 7 �� L �'O►2 Pkc-c.►S►oN Pm --los D►21vEway 5, C7(1- o) (0 s3 J3'- 229.:.6 LAS TICE TYPE j ALUrvIAWOOO C.0VP- 2 p L L PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 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. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE S fANDARG=CUT PLATED W,'IBIiCFIG: 1,^109D AND LAG SCREWS ARF REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWK 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. " 7%1� 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. IVU 1 tJ: ALL L.UIVIt'UIVtIN 10 AI`CC IIN I UIVLCJJ V I PATIO COVER SYSTEM AS MFG, BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = DURALUM PRODUCTS, INC. DATE: 5!052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES 10, 20 & 30 psf HORIZ WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 a0 tnnRitn MPH IaIal e527mi FCX dn'i-ta'la REVISED BY! K K. & D P POST WITH SIDE- PLATES SEE TAIL CHANGEABLE FFT FqC/ SEE SCHEDULE 31/2 SLAB ATTACHMENT 1 COMPONTENT UNLESS OTHERWISE SHOWN: qe�F NG I� OTE: EACH COMPONENT IS INTER- po$ MAveeuseDwHERE FOOTING WHERE REQUIRED, �� GEABLE WITH ANY OTHER TSp PERMITTED. SEE SCHED. FOR FOOTING C Q _ TENT UNLESS OTHERWISE SHOWN. Tq@(FC SEE SCHEDULE OPEN LATTICE -TYPE PATIO COVER . NOTE: THIS OPEN LATTICE -TYPE STR ` - //rr • FOOTING WHERE REQUIRED. 3 • SCALE: NTS MAY NOT BE ENCLOSED OR CJ%�, �e $ - SEE SCHED. FOR FOOTING CUBE SIZE TYPE ''E"A_T-T-ACHED-SINGLE•SPAN-LATTtCE-STRUCT %" �P i�� TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE ' ^ W '' • Q NOTE: THIS OPEN LATTICE -TYPE STRUCTURE _ Ca �— -. p ♦tv'M O C� 70OJ MAY NOT BE ENCLOSED OR COVERED. ' W • NO.- 37 4S MAX. PROD. RAFTER, SEE TABLE MAX' PROD' SC - SEE SCHEDULE ' FOR SIZE SEE HE U E NOTE: THIS OPEN LATTICE -TY E'S7 CT�. AND SPACING MAY NOT BE ENCLOSE O RED.` E TABLE O.H t� OVA ?SS Mq'I: 25%O PAN pOSTSpFRyq - qL,/NVNO OST HEIGHT + SE HEDULE (C'� • P6 16 OV • -LENGTH OF STRUCTURE VARIESNp ' POST CROSS-SECTI pp SEE POST DETAI 3 112' SLAB NOTE: EACH COMPONENT IS INTER- po$ MAY BE USED CHANGEABLE WITH ANY OTHER $FFl Sp1C/ l FOTO OTING. SEE COMPONTENT UNLESS OTHERWISE SHOWN. �<F NG SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED ' SCALE: NTS , SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G":FREESTANDING SINGLE SPAN LATTICE STRUCTURE - - _ DRAWN BY: K.K. DATE: 510512009 SCALE: NONE REVISED BY: K K. R D P. ' RAFTER, SE FOR SIZE OPEN -LATTICE TYPES PATIO COVER SYSTEM AS MFG. BY: AND SPACING RAFTER SEE TABLE • 'LIVE LOAD= 10, 20 8 30 psf j - I • FOR SIZE AND SPACING STRUCTURES ' HORIZ. WIND = i SHEET 3 OF 30 M MAX. O.H. S�O� OV 25% OF SPAN • - F'r/$T ` NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. H PROJ. SEE SCHEDVLE PROD. - /NG@ • MAY NOT BE ENCLOSED OR COVERED. • MAX. N/�O/NG _ SEE SCHEDULE RAFTER, SEE TABLE +. _ ' SE - MAX. O.H._\ O' FOR SIZE 7y ,y1 25% OF SPAN \ I AND SPACING - 16 pO$TOI_R SpgC,CCp�FRp.7 - OV R /'t9 �. _ ' POST CROSS-SECTION, $E� POST DETAIL q@(FC/NC, 0 OF 3 1R' SLAB • MAY BE USED - NOTE: EACH COMPONENT IS INTER- pOST sFFT SpgC I TO CONSTRAIN FOOTING, SEE SCHEDULE CHANGEABLE WITH ANY OTHER , q@<F /NG I COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED POST HEIGHT • SEE SC-IEDULE O0 T./m� "U'. c4GGCTAKinir\ir,.Mrll TISPAN L 1 C _ _ - • � �O � (, - • , POST HEIGHT ® -� 'SEE CH DULE , 16 - - pt,F 7 - LENGTH OF STRUCTURE VARIES HM, "WG _ - POST WITH SIDE- PLATES SEE DETAIL f LENGTH OF STRUCTURE VARIES - p O SFF Tq@(FC/NG • III. p� ATTACHMENT SFF Tq@��C/1C NOTE: EACH COMPONENT IS INTER- po$T MAY BETEUSEDWHERE WITH ANY OTHER • • ` s s POST WITH SIDE- PLATES SEE TAIL CHANGEABLE FFT FqC/ SEE SCHEDULE 31/2 SLAB ATTACHMENT 1 COMPONTENT UNLESS OTHERWISE SHOWN: qe�F NG I� OTE: EACH COMPONENT IS INTER- po$ MAveeuseDwHERE FOOTING WHERE REQUIRED, �� GEABLE WITH ANY OTHER TSp PERMITTED. SEE SCHED. FOR FOOTING C Q _ TENT UNLESS OTHERWISE SHOWN. Tq@(FC SEE SCHEDULE OPEN LATTICE -TYPE PATIO COVER . NOTE: THIS OPEN LATTICE -TYPE STR ` - //rr • FOOTING WHERE REQUIRED. 3 • SCALE: NTS MAY NOT BE ENCLOSED OR CJ%�, �e $ - SEE SCHED. FOR FOOTING CUBE SIZE TYPE ''E"A_T-T-ACHED-SINGLE•SPAN-LATTtCE-STRUCT %" �P i�� TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE ' ^ W '' • Q NOTE: THIS OPEN LATTICE -TYPE STRUCTURE _ Ca �— -. p ♦tv'M O C� 70OJ MAY NOT BE ENCLOSED OR COVERED. ' W • NO.- 37 4S MAX. PROD. RAFTER, SEE TABLE MAX' PROD' SC - SEE SCHEDULE ' FOR SIZE SEE HE U E NOTE: THIS OPEN LATTICE -TY E'S7 CT�. AND SPACING MAY NOT BE ENCLOSE O RED.` E TABLE O.H t� OVA ?SS Mq'I: 25%O PAN pOSTSpFRyq - qL,/NVNO OST HEIGHT + SE HEDULE (C'� • P6 16 OV • -LENGTH OF STRUCTURE VARIESNp ' POST CROSS-SECTI pp SEE POST DETAI 3 112' SLAB NOTE: EACH COMPONENT IS INTER- po$ MAY BE USED CHANGEABLE WITH ANY OTHER $FFl Sp1C/ l FOTO OTING. SEE COMPONTENT UNLESS OTHERWISE SHOWN. �<F NG SCHEDULE OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED ' SCALE: NTS , SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G":FREESTANDING SINGLE SPAN LATTICE STRUCTURE - - _ DRAWN BY: K.K. DATE: 510512009 SCALE: NONE REVISED BY: K K. R D P. ' RAFTER, SE FOR SIZE PATIO COVER SYSTEM AS MFG. BY: AND SPACING - 'LIVE LOAD= 10, 20 8 30 psf DURALUM PRODUCTS, INC. 0.H STRUCTURES ' HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 M MAX. O.H. S�O� OV 25% OF SPAN - /atRt d527n21 FAX drc+-151a caloclnl.4lrvlim rwn pp$ 3Ro�NG qC/NG OST HEIGHT ' SE HEDULE OG ® 16 OV R /'t9 LENGTH OF STRUCTURE VARIES POST CROSS-SECTION, $E� POST DETAIL q@(FC/NC, 3 1R' SLAB • MAY BE USED - NOTE: EACH COMPONENT IS INTER- pOST sFFT SpgC I TO CONSTRAIN FOOTING, SEE SCHEDULE CHANGEABLE WITH ANY OTHER , q@<F /NG I COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED . SEE SCHED. FOR FOOTING CUBE SIZE T./m� "U'. c4GGCTAKinir\ir,.Mrll TISPAN L TTICE STRUCTURE PATIO COVER SYSTEM AS MFG. BY: TOM CAMPBELL 8'ASSOCIATES, INC.. - OPEN LATTICE 'LIVE LOAD= 10, 20 8 30 psf DURALUM PRODUCTS, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES ' HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30 RANCHO CUCAMONGA. CA (951) 741.2107 90.1008 110 MPH /atRt d527n21 FAX drc+-151a caloclnl.4lrvlim rwn ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAIL SEE DETAIL FOR SPLICE – SO. 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 TYPE "A" ATTACHED SII ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 0. "O.H." NOT TO EXCEED 259%. OF SPAN SEE DETAIL FOR SPLICE SQ. POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE L< SOLID PANEL TYPES �FNGTH OF H PROJECNON E FN�� MANI ES OSED POST AND e�j END BAYS" NOTE: EACH COMPONENT IS CHANGEABLE WITH ANY OTF COMPONTENT UNLESS OTHE OF AO �I OWN. c Exp.3 t�qy CMI. ( MAY NOT @E ENCL pSEp EESCHEO SEE SCHE SESINOTE POSTSPACINOR SEE SCHEDULES O. H. SQ. POSTS, SIZE VARIES NOT ALTERNATE:2S o OF s 4NCEEO SINGLE POST o° SEE SCHEDULE ALTERNATE: SINGLE POST OOSp�EXCFED OSPLICEATTHIS SEE SCHEDULE D AT END BAYS. BEAM FOOTING WHERE REQUIRED ✓ l7/ SEE SCHEDULE FOR FOOTING CUBE SIZE 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 C ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN ATTACHMENT CHANNEL SEE DETAILS —� MIN. 0.25- SLOPE PER FT. SEE DETAIL FOR SPLICE SEE3 SPgCING SQ. POSTS, SIZE VARIES CHEc UCES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE ALTERNATE: PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE MAX. HT.= 12' DOTING WHERE REQUIRED —/ E SCHEDULE FOR FOOTING CUBE SIZE MAY 0 6 2009 111011 A-=Af�UC:M I%AI II TIQDA T NE ✓FCT pN F ENC Q lv ED OPTIONAL: CANTILEVER SEE SCHEDULE FOR POS SPACING O:.'. NOT TO 2S% OF SPgN NOTE.[O SPLICE AT THIS POST AND AT END BAY NOTE: EACH COMPONENT IS INTER. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. ALUMINUM LENGTH OF ST ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H. RUCTURE VqR/ SEE SCHEDULE (MqY ES FOR SPANS NOTBE ,O.H". _SPA ENCLOSED) "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE P OPTI NAL: CANTIIt SEE SCHEDULES SEEHEDULE R E P7ST SQ. POSTS, SIZE VARIES TOM CAMPBELL & ASSOCIATES, INC.SOLID SPACING LIVE LOAD = 10, 20 & 30 psf DURALUM PRODUCTS, INC.DATE: o° 3112"SLAB MAY BE USED TO CONSTRAIN ALTERNATE: SINGLE POST OOSp�EXCFED FOOTING, SEE SEE SCHEDULE SHEET 2 OF 30 SCHEDULE RANCHO CUCAMONGA. CA (951)741-2107 NOTE 0 SPLICE A THIS POST DAT END 8tYS. c"1° FOOTING WHERE REQUIRED b% SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TVpF I,n, FRFFRTANDING MULTISPAN W/CANTILEVER OPTION COVER SYSTEM AS MFG. BY: DRAWN BY: K.K TOM CAMPBELL & ASSOCIATES, INC.SOLID PANEL LIVE LOAD = 10, 20 & 30 psf DURALUM PRODUCTS, INC.DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95626SCALE: SHEET 2 OF 30 NONE RANCHO CUCAMONGA. CA (951)741-2107 g0. 100 & 110 MPH]PATIO /a�a1 a.5�.�m1 FCX dn.'i.ta1G calae/Rlr4vali,m �nm REVISED BY• K K & D P RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS --- " �_ (��yp(p�gp" �y,�� °°° 3.• 2, 6.51. 'C'l`V� _ "'i/� I�-MAX.'I I� 024" jl cv �S —�-.--E.j032" O .024" .042" ;` . .032" ALUM. ALLOY 3004-H36 OR EQUAL Iv 1 ~ No• 3 /9 948 Exp.3 1 Ar ALUM. ALLOY 3004-H36 *��NO_��ELOW 11L.C , OR EQUAL CD .2'x-6-112 RAFTER DBL. 2 x 6 1/2" RAFTER L.L.= "T' °� 90, 100 & 110 MPH L.L.= "T' °� 90, 100 & 110 MPH (PSF) (IN.) c' o EXPOSURE B & C (PSF) (IN.) - o EXPOSURE B & C 14'-11" .024 16 21'-1" [ Ir024 X24" 12.12' •--�� 10 24' 17.2' 1F 16" 20,_1„ 16" 28'_6" 10 .032 .032 24" 16,_5' 24" 23'-3- 16" 24'-10" 16" 16-3" .042 .024 24" 20,_3" 20 24" 12'_5' 16" 10-10 16" 20'_7„ .024 .032 24" 8'-10" 24" 16,_10„ 16" 14,_7, 16" 13'_9„ 20 .032.024 24" 11'-11" 30 24" 11,_7, 16" 18'_0" 16" 18,_6" .042 .032 24" 14'_8" 24" 15'_1„ 16" 9'-8" .024 24" T-11" 16" 13'_1„ 90/100/110 MPH EXPOSURE B & C .TRIBUTARY WIDTH �I 3.0,.. CLEAR SPAN (FT.) O.H. 042" 11 12 ALUM. ALLOY 3004-H36 16 17 18 19 20 21 OR EQUAL 3 4 4 5 5 6 6 7 7 8 SEE NOTE BELOW 1' 4 5 5 6 6 7 7 m m 3 x 8" RAFTER 2 5 6 6 7 7 c°3 9 9 10 L.L.= "T' 90 & 100 MPH 110 MPH 10 10 11 (PSF) (IN.) V)) o EXP. B & C EXP. BfEXP.016" 12 13 13 14 14 15 5' 1 — — — — 11 11 1 12 12 13 1 13 14 1 14 1 15 1 15 16 28,_5, 28'-5"7,_8" .0421024" 23'_7' 23'_2"'_6" 20 I .042 I 24" 16_9" 16,_9, 16.9" 30 I .042 I 24" 15--l" 1 15.6" 15, 6„ 30 .032* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED 24 10-8 AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. PROJECTION - 16" 16'_2"SPAN 042 O.H. 24" 13'_2" hRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN +O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN .TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' j — — — 9 9 10 10 11 11 12 12 13 13 14 14 15 5' 1 — — — — 11 11 1 12 12 13 1 13 14 1 14 1 15 1 15 16 hRIBUTARY TRIBUTARY= WIDTH 1/2 SPAN +O.H. NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 RAFTER SPANS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF 30 ' REVISED BY K K ADP 90. 100 & 110 MPH lR1R1 d5�-7f111 FDX df1:i-151Q ealcclnlr4nnlrim mm PANEL FASTENERS 24" 24" TRI -"V" PAN L.L.= PSF 90- MPH 100- MPH 110 -MPH 10 #14 S.M.S. #14 S.M.S. #14 S.M.S. 20 #14 S.M.S. #14 S.M.S. #14 S.M.S. 30 #14 S.M.S. #14 S.M.S. #14 S.M.S. I L.. x 3 1/L vv r-MINEL 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. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 90/100/110 MPH 1-4AY U 6 YO3 G No. 37948 11 IT clo- EXPOSURE B & C LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 10, 20 s 30 psr DURALUM PRODUCTS, INC. DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 90. 100 & 110 MPH rglAi es7-7m1 cnx dna-1A1g SHEET 5 OF 30 REVISED BY' K K R D P 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 LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 10, 20 s 30 psr DURALUM PRODUCTS, INC. DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS HORIZ WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 90. 100 & 110 MPH rglAi es7-7m1 cnx dna-1A1g SHEET 5 OF 30 REVISED BY' K K R D P ^' COLUM-N:/ PO -ST- TYPES -&-SURFACE MOUNT ATTACHMENT DETAILS N SS `3.00" SQ. I I 3.00" SQ. I N. 'G =3" Q.xt=.188" 413.00"SQ. .024 . 032" @24"O.C. %ON="SQ.xt=.250' ESM A. IDE H.075-v—4"SQ.xt=.188'�I r - . 6.5" Y O11 032„ 4 T!F 14"R K=5"SQ.xt=.188,. TYP 'SLUM. .04"ST0 ALUM. EEL .. 11 1 L 032 a ^ 08 3.0" 1O 5/8" PLASTIC PLUG. O O r - r -3" SQ: -ALUM; -POST-- -7 Y 3 S _ SQUARE + 3 SQ. ALUM. POST MAG POST ' ALUM. ALLOY 3004—H36 WITH SIDE PLATES ' D A A _ 3U04—H36 3" SQ. ALUM. POST STEEL POST ALLOY 3004—H36 O` 3" A . S RAD L POST . r ' ASTM A36 GRADE 40 ALUM. ALLOY 6063—T6 ,ALUM -ALLOY ��3.00" OR ! A 6063-T5 - z.o +.t .. 2.40" _ 1.375° , .. 1 • . 7/16"OHOLE 56" 2 FLANGES' ` O �, 2 1/8" APART ri .75„ z.s .. ? 1 a + ..125" ASTM GRADE 36 STEEL 1 _ 75" 75 BASE FLARES ,- .. TO 31AADE EA. 1ST r y - 1 .60" �i TYP. — -- — SIDE OF FLANGES 1.50 . USE FOR INSTALL WASH. PLATE POST ONLY 5.50„ .090" TYP. • -7/1 HOLE - 1 6"0 O s U r{ - • � �1 /e" x 5/16" x 5Ni" WHEN USING yy • _ 8 2-3/8" HOLES - • - ' ' iIN 110 MPH WIND AREA 2. 5/16'0 HOLES TYP. EA. SIDE, .090" BRACKET FOR 3" POSTS -ALUM: T_" BRACKET�;� , "" Y STEEL- "T" BRACKET: T 5 . T=.060" TYP:--- ., -• �iaY 0 6 %��9 3 -3/8" LAG SCREWS OR 4;-1/4" LAG SCREWS -. (2.5" PENE. INTO EA. STUD) ®FES r s 3.1 co LU CD ^ i �� rn No. 7948 rn _ r ALUM. ALLOY �FCAU 6063-T5 ` 3" x 8" ALUM. RAFT. BRACKET "H" BRACKET Y, x 8" ALUM. HEADER 'HEADER.BRACKET ' DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BYj - DATE: 5/0512009 .._-' COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN i - 10, 20 8 30 psl DURALUM PRODUCTS, INC. - SCALE: NONE CUCAMONGA, CA (951) 741-2107 POST TYPES •` ` t HORIZ. WND = - 8269 ALPINE AVE., SACRAMENTO, CA 958REVISED RYK K A D P �',-RANCHO - 90. 1008 110 MPH la,A1 es2Tm1. cex enzula eamen—i.-I SHEET 9 OF 30 HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H35 _ 150 o ` WALL FASTENERS 1,5 � O ROLLFORMED HANGER .01 563' _ 1 281" ALUM.6ALLOY .060'='14 1 60 3-T6 EXTRUDED HANGER CHAll L R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET.. ALUM. PANEL 2x O) 3x ALUM. RAFTER FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROD. EXISTING EAV SEE TABLE BELOW OVERHANG EXISTING EAVE CONNECTION WALL FASTENERS SEE TABLE 25"R.p #14 SMS @ PANEL LOCKS OR p8 SMS AT EA. CONTACT WIND AT 2x FASCIA 200�/� DESIGN W/ SIMPSON A35 CONTINUOUS A- RAIL OCCURS) ROOF PANEL 3 (WHERE LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 ALUM.ALLOY A BorD rn 6063-T6 #14 SMS @ EA. CONTACT W WALL CONNECTION O ALUM.ALLOY 6063-T6 I.R. HANGER 2.740" T=.060" J �' N WALL FASTENERS SEE TABLE O EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED CELL AT FASTENER) OR CONC. DESIGN W/ SIMPSON A35 16" O.C. LL=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 B -or C BOfD BorD E E E J J K 110 D BorD BorD E E E J J K 8269 ALPINE AVE., SACRAMENTO, CA 95826 DESCRIPTION OF LAG SCREW (SEE NOTE BELOW) 8'-3" A=3/8" 0 x 1 1/2" @ 12" O.C. 'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE T-0" B=3/8"O x 1 1/2" @ 8" O.C. 'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE zz C=7/16"0 x 1 1/2" @ 10" O.C. 'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1 z¢w u)ND_ D=7/16" 0 x 1 1/2" @ 12" O.C. 24" O.C. L¢LF� E=3/8" 0 x 4" @ EACH STUD 25-0" 16'-91, F=7/16" 0 x 4" @ EACH STUD EXIST. RAFTER ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG (L) LL=10 LL=20 LL=30 2"15" FULL OR 16" O.C. LIVE LOAD = 10, 20 & 30 psf 16'-8" 13'-10" 9'-3" 2'-0" 11'-8" 8'-8" 5'-10" 2" x 4„V-6" FULL 24" O.C. 8269 ALPINE AVE., SACRAMENTO, CA 95826 10'-8" 8'-3" 5'-6" 2,-0" 7'-0" 4'-6" T-0" 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 17'-6" 14'-0" 9'-6" 2"x8" FULL 24" O.C. 2'-0" 29'-3" 25-0" 16'-91, 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) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY APPROVED 3" OR 4" N INSUL. ROOF PANEL D 0 414 SMS T&B AT 12" O.C. No. 37948 m r Exp. 3 3 /Ay 0 G L-009 iO4 L.L.=(2)4I Jiv a ..�iv� 1 1/2" 20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16" 1 /.U -BRACKET 8" 0 STEEL 3/4' OR 1 1/2Tf " 2" x 6 1/2" OR 5" MIN. 3" x 8" ALUM. < I RAFTER I /4_OR 1 1/2'_ \ EXISTING WOOD STUD FRAMING 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 Psf 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf (2" MIN. PENETRATION INTO EXISTING WOOD STUD) RAFTER TO 3 0 1/4"0 HOLES,TYP. 0 NOTE: PROVIDE WATER 8' o PROTECTION, METAL FLASHING o rCAUCK JOINTS AND SLOPE o I TO DRAIN TYPICAL BRACKET AT EVERY 2x 1 1/4" 1 \ 1 FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE „L„ \ �I 2.6 OR 2x6 LEDGER RAFTER (31 4x3 1/2" W.S. PATIO COVER WALL CONNECTION O NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET MAY BE MOUNTED 4O BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTION'S. PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. HANGER CHANNEL LIVE LOAD = 10, 20 & 30 psf DURALUM PRODUCTS, INC. DATE: 5/O5I2OO9 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 A A' 90. 1008110 MPH go. (P1R1 asp -ami Fax dni.151p ealcc/Pori. v=ium rnm REVISED BY' K K 8 0 P. COLUMN/POST ^- TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 12" "i 21" SQ. — ALUM: T'BRACKET USE WITH 22" 25" SQ. 16" 24" 28" SQ. 20" 26" POST TYPE B,C,D, OR E. 23" 28" STEEL POST ONLY: 25" 30" "T° BRACKET 3"Q. POST W/ I 7r...POSTALUM:T"BRACKET: STEEL:'T"BRACKET USE WITH POST TYPE B,C.D,E.F,G,H,J OR K. 11 i I I USE POST TYPE F. G, H, J OR K (3)-5/8"0 BOLTS FOR POST TYPE J 32" 3"SQ. POST (2)-412 SMS EA. 51" SQ. USE (2)-3/8"0 HILTI 38" i I 37" q $" 60" SQ. 64" SQ. SIDE OF POST OR ' jjj KWIK OR EQUAL STEEL:T"BRACKET: 1/2 DEPTH OF I , I I —} -1/70 BOLTS FOR 16"INSERT 1/4" M.B. THROUGH ( USE (2)•318"0 HILTI KWIK FOOTING OR I I I ALL OTHER CONDITIONS qI5„ x .188" POST I+ SEE NOTES BELOW BOLTS OR EQUAL 12" MIN. EMBD. I I ASTM A3' (2)-3/8"0 HILTI "KWIK"' 1 (2" MIN. EMBEDMENT DEPTH I I �, STEEL BOLTS, OR EQUAL, EACH I FOR KWIK BOLTS T.O.C.. BRACKET TO SLAB. "S MINIMUM DISTANCE TO ci .BASE PLT. EDGE OF SLAB = 2-1/2" Q u ASTM A572 STEEL Lu DEPTH d .;,::'. 3/16" Jil-SLAB SHALL BE IN a POURED CONCRETE F ai GOOD CONDITION FOOTING SEE NOTE w 3" SO. POST (STL.) -- FOR slzE j (1)-1/2"OM.B. OR FLUTED ; 3 1/2" MIN. SEE FOOTIN x9" LONG, 1" SQUARE OR 4" SQ. POST (STL.) SCHEDULE QUAR FROM END SEE FTGS, INSERT OF POST SCHED. EXISTING SLAB O • 3" SQ. POSTS TO CONC. FOOTINGO 4 SQUARE INTO POST FOOTING EMBED. O PL.5/8"THK. ATTACHED ALTERNATE FTG CUBE SIZE SQ. 18" DEEP ' CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SQ: 25" 30" 39" SQ. 28•, 32" 43" SQ. 30" 34" 47" SQ. 32" 36" 51" SQ. 34„ 38" 55" SO. 37" 40" 42" 60" SQ. 64" SQ. 39„ 41' 44" 69" SQ. 43" • CUBE FOOTING W/ 3 1/2" SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" & 24" CUBE (2)-1/2"0 3 1/4" 25" - 30" CUBE (4)-12'0 3 1/4" 31" - 34" CUBE (4)518"0 4" 35" - 39" CUBE (4)3/4"0 4 3/4" 40" - 42" CUBE (4)3/4"0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. NOTES: 1. DO NOT USE ALUM. "T' BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7" ]-BEAMS. 2. POST TYPE E INSTALL WASHER PLATE. 2" X 9RACKET. 3. POST TYPE F DO NOT USE STEEL "T' BRACKET W/7" I -BEAM. WELDED STEEL BASE PLATE PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8 9" SO. x 5/8" B. C, D, F, G, & H P`fllAY 0 6 7009 FREESTANDING BASE 'PLATE ANCHOR :E:S:810 BASE PLATE ANCHOR BOLTS (SIZE & TYPE) � (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS C' 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) NO.37948 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY; K.K. TOM CAMPBELL & ASSOCIATES, INC.COLUMN UVE.LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 & 30 pst DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. & D P. 90. 100& 110 MPH 11.111d11-11111 Fex drt'L111...1—ad—h— SHFFT 10 nF 30 HEADER BEAM TYPES . & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.100" SQ. 2.00" SPLICE WHERE �1 .0 '� �_- 1 79„ OCCURS SPLICE WHERE SPLICE WHERE OCCURS OCCURS clr in 4.6" .075" 73" 2.57" 4.6" T TYP. 14"R 2.19" 2.04" _ TYP. —_ 048' 2.08" 2.04• T065" YP. Tva. 4.0000" 3.0' z.7•' ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 ALLOY 3004 -H366063 -T6 E 6.5" ROLLFORMED A 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM 4 � j I 3.0" I— 3 —I 6.5" i1— 2„ L �MAX.� 2� Ir r"'7 -1 �— .047, SPLICE WHERE 4"024" SPLICE WHERE 8.01.OCCURS 070 OCCURS —� --*---:032 "�— TYP. .042" .032" 110" TYP. --------- _Jj ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 O ALUM. ALLOY OR EQUAL 6063-T6 F 6063-T6 J J 4" I -BEAM 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAMO 3x8BEAM 3.0" 1.25" —L ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3 B" 3 .625" -- MAX. 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM t .042 I $„ 042" T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL 7875 ASTM A653 GRADE 50 rr ALUM. ALLOY 3004-H36 625 w ~ No. 3 948 OR EQUAL O ALUM. AL OR EQUAL 36 O � 2.875° �-� O Ex 3f P• � 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM STEELINSERT clo- @� DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 5I05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 psf DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30 REVISED BY: K.K.8 D.P 90. 1008 110 MPH /P1R1 CF7-7(171 FCX An..i isip=io�nra �.ai��,„ m", OPTIONAL DECORATIVE FASCIA (WOOD. ALUM. OR HARDBORO ) 2-414 x 112" S.M.S. EACH SIDE OF Y SD. POST (4 -TOTAL) ALTERNATE: 1/4•'0 60LT W/ WASHER EA. SIDE OF 3" SO. POST .5 " 1— 4 I L_+ 2.35" 3" SO. POST 2414 x 12" S.M.S. EACH SIDE OF 3'• SO. POST (4 -TOTAL) ALTERNATE: 114"0 8OLT W/ WASHER EA. SIDE OF 3" SO. POST —j03 3' SO. POST R .240" GUTTER FASCIA MAG BEAM 3" SO. POST 3"SQ. STL. BEAM BEAM TO POST CONNECTION DETAILS V 14 H - BRACKET TO POST ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H24 1.50 ' 1.50" 1 28" r—� ' .28 �- 2 .018" � ��---01$ i 'x 8" x.042" BEAM, 'SQ. STEEL OR AG BEAM. (4)-#14 SDS @ EA. SIDE TOP & BOTT. TOT -=16 'X 3" ALUM. OR TEEL POST #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR EXTRUDED GUTTER FASCIA / #14 S.M.S. @12"O.C. 6 1/2•'x2"x 024"RAFTER \)-#14 S.M.S. EA. SIDE (4}TOT. 5 #14 S.M.S. TOP & BOTT. (2) -TOT. \I ,11/4" 4" 61 ALUM. BRACKET X m® RAFTER "TAIL" TO GUTTER 15 4 (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER P1 ; I 2"x3" LATTICE TUBE .1 1/2" SQ. OR P2 11/2" MIN, 2" LATTICE TUBE _ Ip - � SES C118 x 2 "SMS, 2 112" OR 3 1/2", TYP. r . 1/2" QR2"S4,,OR 2'•x3" LATTICE @ 3-O.C. MIN. . UR TO 7"O.C. MAX. CD ~ N o.. cr- ,, Exp. 3 �E TUBE TO RAFTER CIV11- DRAWN BY: K.K.I TOM CAMPBELL & ASSOCIATES, INC. DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SCALE: NONE - RANCHO CUCAMONGA. CA (951) 741.2107 REVISEDBV: K.K R D P A POST O .750' L(4)-#14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM "U" BRACKET - RAFTER TO BEAM 18 LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: 10.20 's. 30 psr DURALUM PRODUCTS, INC. HORIZ. WAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 90. 100 8 110 MPH I MRI aRA7m1 Fax AnSI-1R1Q � m SHEET 13 OF 30 SPLICE DETAILS Q 1) SIMPLE SPLICE FULL MOMENT 1 ' I I #10S .M.S. II #12 S.M.S. II (B TOT. TYP. THIGOR [INESS = .035 (24 TOT TYP. THICKNESS = .035" u 6.38" II + II + + i-+ + + + + i --h II ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUOFD OR 6063-T5 FOR EXTRUDED —'--I NOTE: USE SIMPLE SPLICE ONLY A OTE: FULL MOMENT SPLICE MAT EXCEPT AT END BAYS 1 NOTCH I -BEAM FLANGE IN ALTERNATE INTERIOR BAYS I I AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS ]-BEAM ALUM ALLOY SQ. POST,CONNECT WEB (6061-T6) ALTERNATE I I TO POST W/(2) -1/2"O OTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. L C -BEAM THRU-BOLTS N 3" I TOTAL= (8)-t/2"0 BOLTS I I IF L POST L ............................. SO. 1.001, Q pFESS a o o S C,q�� BEAM TO POST CONN. 2. O11 SPLICE NhiERE 4,� .: m ) OCCDRS _ _.070„ LU No. , 7948 TYP. O � p' 7�dC .......... ................................. -.................. ....... ......... ................................................................ i cl IL #12 METAL BACKED.RED ALUM. ALLOY 6063-T6 16" 1 4" I -BEAM 3'-0" MOMENT C -SPLICE BEAM TO POST DETAILS (2)#10 S.M.S.@ EA. VALLEY, TYP. NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED SPLICE WH OCCUI ALUM. ALLOY 6063-T6 7" I -BEAM MnMFNT r. -SPI Ir.F NEOPRENE WAS,E TEK SCREWS @ B"O.C. GAAX. STAGGER IN BEAM \ FLANGE ROOF PANEL 4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM 7"x4" ALUM. "I" BM. TO BRACKET 2- 3/8"0 M.B. THRU STL. "T' BRACKET TO POST. POST, SEE SCHEDULE --- v ALTERNATE BEAM TO POST CONN. PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. BEAM LIVE LOAD = DURALUM PRODUCTS, INC. DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPLICE DETAILS 10, 20 & 30 psl HORI2. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SCALE: NONE RANCHO CUCAMONGACA (951) 741-2107 90. 100 & 110 MP.H l41R1 AR7-7n21 cnx ena-lsia SHEET 12 OF 30 REVISED BY' K K & D P 10# L.L. J00 -MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS .• EXP. B'& G } TOM CAMPBELL 8 ASSOC LATTICE 3" SQ. STEEL PATIO COVER SYSTEM AS MFG. BY: BEAM DBL. 3"x8"x.042"BEAM - 'POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING 10, 20 8 30 psl DURALUM PRODUCTS, INC. DBL.2"x6.5"x.032" (OR 3"x8"BEAM BEAM � HORIZ. WIND = 90. 100 & 110 MPH 3"x8" BEAMwIINSERT SHEET 26 OF 30 REVISED BY: K.K. & D.P. FOR MINIMUM ATTAGHED NO. PATIOS OF POST l- p Z m¢ ¢= F- !— TYPE D FOOTNOTE:' FREESTAND ATT. FREESTAND ATT. MAX.POST FREES ATT. FREESTAND ATT, 1 POST TYPE 2 m m U V N ST SPACING SPACING SPACINGMAX.POS SPACING SPACING SPACINMAX.PG m§ POST TYPE MIN. MIN. FTG. FTG. MIN FTG. FTG. MIN FTG. EXP. C EXP. B EXP. C o FTG. POST FTG. FTG. POST (IN.) (IN.) POST (IN.) (IN.) POST TYPE (IN.) I EXP. B (IN.) TYPE (IN.) (IN.) TYPE TYPE 4' 17'-0" 14'-4" 32 G 1719' 2„gI 39 G 21 16'-4” 34 G 20 29'-11" 39 G 23 6' 2 2 2 2 5' _5' 4 13'-7" 13'4. 32 G 18 17'- " 6„ 34 G 22 14'-8" 34 G 20 26'-9" 1 39 G 24 7. 1 2 3 2 2 6' 11'-4" 12'-6" 32 G 19 16-8° 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 91 3 3 2 2 13 11" 8' 8'-6" 10'-10" 29 G 20 13'-7" 34 G 24 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 12'-2" 34 G 24 10'-4" 30 G 23 18'-11" 39 G 27 ,z' 3 4 2 2 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 12' 5'-8" 8'-10" 29 H 22 10'-7" 30 H 25 9'-5" 30 H 23 17'-3" 34 H 27 14' 4 5 2 3 13' 5'-2" 8'-6" 32 H 22 10,-8"10'-2" 34 H 25 9'-1" 34 H 24 16'-7" 34 H 28 1s' 4 5 3 3 14' 4'-10" 8'-2" 32 H 22 34 H 26 8'-9" 34 H 24 16'-0" 34 H 28 16 4 5 3 3 10" 15' 32 H 23 9'-119 34 H 26 8'_5" 34 H 24 15'-5" 34 H 28 17' 5 6 3 3 4'-6" 7'-11" 6„ 16' 4'-3" 7'-8" 32 j 23 9'_7„9 34 j 26 8'-2^ 34 j 24 14'-11" 34 j 29 18' 5 6 3 3 2 17' 4'-0" 7'-5" 32 j 23 9-4'_11" 34 27 7'-10" 34 j 25 14'-6" 34 j 29 ,9 5 6 3 3 18' 3'_9" 7,-g" 32 j 24 9 1 34 j 27 7'-5, 34 j 25 14'-1" 34 j 29 zo 5 6 3 3 8 -8' 19' 3'-7" 7'-0" 38 J 24 8'-10" g'_5" 39 J 27 7'-0" 39 J 25 13'-9" 39 J 29 FOOTNOTE: HEADER AND OR REQUIRED SPACING ALLOWABLE SLAB MIN. MUST SPACING NO. OF POST EXCEED 20' 3'-4" 6'-10" 38 J 24 8� R _4 39 j 27 - . ,-8„ 39 J 25 13'-4" 39 J 30 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 ' Cl -IT in CnD ATTArl-IMM A. CHT 7A Ff1R FRFFCTGN(IINr Q t OR LESSER MUST BE USED /�� FOOTNOTE: "1 t! ^ ' %�1'1SU COL. TYPES D-1 =.024;1 SIDEPLATES, USE ON UUNU. SLAB UIvL•Y COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS 1Co Lu!— N:`. P )I FOOTNOTE: "SAMPLE" u 1 8 1cy-1 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C 4� EXP ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOC LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DATE: 5/0512009 - 'POST SPACING TABLE COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING 10, 20 8 30 psl DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 7 •2107 AND ATTACHED HORIZ. WIND = 90. 100 & 110 MPH 8269 ALPINE AVE., SACRAMENTO. CA 95826 Inial ds�-71`171 FAY dfIIl-19tQ1`,.m SHEET 26 OF 30 REVISED BY: K.K. & D.P. 10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x,o32"BEAM OR 3"x8"BEAM 3"xF BEAMMINSERT FOR ATTACHED PATIOS MINIMUM N0. OF POST } It F O Z m U — 3 FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST FREESTAND 'ATT. <m TYPE D FOOTNOTE: ` S ~o m 5� POST TYPE 1 POST TYPE 2 p U Z SPACING FTG. MIN. POST FTG. SPACING FTG. MIN POST FTG. FTC' POST SPACING FTG. FTG. POST FTG. (IN.) (IN.) EXP. B EXP. C EXP. B EXP. C g O (IN.) TYPE (IN.) (IN.) TYPE CIN.) (IN.) TYPE (IN.) TYPE 4' 17'-0" 14'-4" 32 G 16 19'-2" 38 G 20 16'-4" . 32 G 20 29'-11" 38 G 21 s' 2 2 2 2 5' 13'-7" 13'-4" 32 G 17 17'-2" 32 G 20 14'-8" 32 G 20 26'-9" 38 G 22 7, 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 G 23 _ 2 2 2 2 7 9'-8" 11'-7" 29 G 18 14'-6" 32 G 22 12'4" 32 G 22 22'-7" 1 38 G 23 9. 2 3 2 2 8' 8'-6" 10'-10" 29 G 19 13'-7" 32 G 22 11'-7" 29 G 22 21'-2" 38 G 24 10' 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 G 24 1t, 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 G 25 12' 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 G 25 13 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 G 26 14' 3 4 2 2 13' 5'-2" T-6" 32 H 21 10'-8" 32 H 24 9'-1" 32 H 24 16'-7" 32 H 26 153 4 2 3 14' 4'-10" 8'-2" 32 H 21 10'-3" 32 H 24 8'-9" 32 H 24 16'-0" 32 H 26 164 4 2 3 15' 4'-6" 7'-11" 32 H 21 9'-11" 32 H 24 8, 5„ 32 H 24 15'-5" 32 H 27 17' 4 5 2 3 16' 32 H 22 9'-7" 32 H 25 8'-2" 32 H 25 14'-11" 32 H 27 1B' 4 5 2 3 4'_3" 7'-8" 17' 4'-0" 7'-5" 32 H 22 9'-4" 32 H 125 8'-0" 32 H 25 14'-6" 32 H 27 19' 4 5 3 3 32 H 9'-1" 32 H 25 T-8" 32 H 25 14'-1" 32 H 27 20' 4 5 3 3 18' T-9" 7'-3" 22 19' 7'-0" 38 H 22 8'-10" 38 H 25 7'-6" 38 H 25 13'-9" 38 H 28 FOOTNOTE: ` 3'-7" IaE,�DER AND OR MIN. NO. OF POST 26� (aoFE 38 H 26 38 H 28 REQUIRED SPACING MUST EXCEED 20' 3'-4" 6'-10" 38 H 22 8'_7' 38 H 4 13'-4" ALLOWABLE SLAB SPACING ,•/ ty I'I11 1, �E1u FOOTNOTE:' OR LESSER MUST BE USED COL. TYPES D-1 =.024" SIOEPLATES, USE ON CONC. SLAB ONLY V. COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING NOTE: f up Na.' 748 Fi FOOTING SHOWN REPRESENTS LENGTH OF �y EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FOOTING SIZEFIGURE Exp. FOOTNOTE: "SAMPLE" WHERE SCAB OCCURS, CUBED MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. G,� %_��JJ INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C TABLES Q ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. SEE ALTERNATE FOOTING SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING PATIO COVER SYSTEM AS MFG. BY: DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, LATTICE IN PosT SPACING TABLE LIVE LOAD = to, 20 & 3o Psr DURALUM PRODUCTS, INC. DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING FREESTANDING HORIZ. WIND = 8269 ALPINE AVE_ SACRAMENTO. CA 95826 SHEET 25 OF 30 SCALE: NONE RANCHO CUCAMONGA, CA (951) 7 7.2107 .AND ATTACHED 90.100 & 110 MPH rajAi eco.7wi FAx encatata �olo<nrirol,,, r•.,,,, REVISED BY: K.K. & D.P.