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11-0629 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 11-00000629 50195 DORAL ST 770-080-001-1 -25389 - PATIO COVER - RESIDENTIAL MEDIUM DENSITY RES 4522 T-i`4t4-4Q" Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: HIMKA THEODORE/LAMKIN Contractor: O CSER, RYAN GABOR 37827 GUILDFORD.S INDIO, CA 92203--0 (760)861-8953 Lic. No.: 928413 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/09/11 LORIANNE -r1 zoti� `ApU1NTA `IiY OF -—-----------------------------------------7—-------------—-------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with. I hereby affirm under penalty of perjury one of the following declarations: ' Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Class: C29 D03 License No.: 928413 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is Date: r Contractor:�,� 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 OWNER -BUILDER DECLARATION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier EXEMPT MPT Policy Number EXEMPT ' following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to 1 certify that, in the performance of the work for which this permit is issued, I shall not employ any 34 construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of Californra, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of the Labor Code, I shall forthwith comply with those provisions. 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).: Date:6 It Applicant/ / (_) 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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, 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 contractorls) licensed pursuant to the Contractors' State License Law.). (_ ) 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 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, of cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and slate 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 property for inspection purposes.* Date:�� Signature (Applicant or Agent): � ��—_` t LQPERMIT Application Number . . . 11-00000629 Permit . . . PATIO COVER PERMIT Additional desc . Permit Fee . . . . 72.00 Plan Check Fee 46.80 Issue Date . . . . Valuation . . . . 4522 Expiration Date 12/06/11 Qty Unit Charge Per Extension BASE FEE 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 -----------7------------------------------7--------------------------------- Special Notes and Comments 340SF ALUMINUM LATTICE PATIO AT REAR YARD [ENGINEERED] THIS PERMIT DOES NOT INCLUDE MECHANICAL, ELECTRICAL OR PLUMBING INSTALLATIONS. 2010 CALIFORNIA BUILDING CODES. June 9, 2011 2:56:40 PM AORTEGA ------------------------------------------------------------------ Other Fees . . . . . . BLDG STDS ADMIN (SB1473) 1.00 Fee summary Charged Paid Credited Due Permit Fee Total 72.00 .00 .00 72.00 Plan Check Total 46.80 .00 00 46.80 Other Fee Total 1.00 .00 00 1.00 Grand Total 119.80 .00 .00 119.80 5� P GDL_F N 13' LAM <I t\ LAM<It\I 12ESIOEi\IGC: 5oi�5 ODeAL s->. LA Q U►,V TA aZi53 TYer AL-UMA - E. - Ha zDo IM 0�W > :5<0 m CD CC ®Z� Um a 0 Ca Page 1 of 1 La Quinta Fairways HOA ARCHITECTURAL. VARIANCE. REQUEST Avail Prnlu•rtyMtlnage mint 513,5111?cicrl Club Dr. Suilc 4. Lm Qo1ritu, CA !)22.SL (7611)771_w;14 760-771-11,« (facj PLEASE ALLOW A C.fIN1MUM OF TWO WEEKS FOR APPROVAL DA7'I'1 1 __ la)L' N11V!9NF,R li('Jbll:(tNrNlItNIIA&I'i•Itilr,01=41~ AA'1<IU _ PIZOPI-XFY A17DIOl SS j'_71 .tom. 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Si'jvitwv144' till kmnt.-rn Date _ Date Atl1'1.11TECTJMAL Cc,ll•,tM1`L`1•LL'IIIiVIP.!to LOt1eL11 utaL< L iv ulan[ttta l „r r>:,r�.�ns fi,r elcni;d: I i S3,v httDs-,Hdocs,google:comlalprecisionpatios.com/viewer?attid=0.1 &pid=gmail&thid=1306adb... 6/7)'2011 Bin # City of La Quinta Building. 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ti • OW -41 Project Address: %� t j 0 9 k A L S 7. /� Owner's Name: L 0 2. I A A/ JQ (� /' 1 M K i N A. P. Number: Address: S AI) E Legal Description: City, ST, Zip: Contractor: YA N G SIE 12 Telephone .:; •::.;.•:. ;:.:::.,,:::.::Y ,<'�:3 yy� ,t;S,:f;.:�:R�r:•;p'f<:.r., Address: 3 -7 7 (n V j t, 1) f' 0 2 S Project Description: 3 L( D City, ST, Zip: f AJ P 10 C %) 2 Z v 3 T i�E A t- U M A W V I -1.A OE Telephone: 7>'?< t: ' ' ,;. ,;.;:.:::e>::<{..:t<`.<:':`< E. State Lic. # : q ?, / City Lic. #.: Arch., Engr., Designer: Address: City, ST, Zip: P A L C A 114 DAJ 6-1 iA. f.::«nf:a•<;{3:33:.:;;.3:;{::33<3:<;33:�:{ •>:>;:::333:•3::•: Telephone: -% y j Z I O7 &;wz> ':{'' y .:<::>?:;:'<.«<:<^ :':»`s `€'.::: State Lic. #: "<v>: - : <n> Construction Type: Occupancy: Project type circle one New Add'n Alter Repair Demo Name of Contact Person: P, YA Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: Z -1 O O : U O s'. m APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready for corrections Pian Check Deposit Truss Cafes. Called Contact Person Plan Check Balance Title 24 Cafes. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2•" Review, ready for correctionslissue Electrical ^ Subcontactor List Called Contact Person Plumbing `^ Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionsrssue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCE'S, INC. SHEET INDEX - DESIGN LOADS: SHEET # SHEET TITLE I DESCRIPTION RESIDENTIAL APPLICATIONS - IBC CHAPTER 18, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. T-1.. ......... TITLE SHEET / DESIGN LOADS 1 ............GENERAL NOTES 2 ............SOLID PANEL STRUCTURES 3 ............OPEN LATTICE STRUCTURES 4 ............PANEL SPANS TRI -V & W -PANEL 5 ............PANEL SPANS FLAT PAN 6 ...........PANEL FASTENERS / FAN BEAM 7 ........... RAFTER SPANS 8 ............COLUMN I POST TYPES 9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS 10 ............COLUMN SURFACE MOUNT AND EMBEDMENT 11 ............BEAM TYPES 12 ............BEAM SPLICE DETAILS 13 ............BEAM TO POST ATTACHMENT 14 ............LATTICE CONNECTIONS 15 ...........AAINIMUM REQUIRED COLUMNS 16 &17 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH 18 & 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH 20 & 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 22 & 23.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH 24 & 25.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 25 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 20 MPH 27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH 28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH 29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH 30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH 31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 80-110 MPH 32 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH 33 ............INSULATED ROOF PANEL CONNECTIONS CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED TE� 14 11'&4 BY 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 CLASSBFICATION D. SEISMIC DESIGN CATEGORY D. COMMERCIAL APPLICATIONS - 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. A. MAXIMUM BUILDING HEOGHT AVERAGE= 19' B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE - 5:12 C. MINIMUM 6' PROJECTION 0. LEAST BUILDING WIDTH - 30' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS ICC -LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE $HEET AND GENERAL NOTES. B, STRUCTURAL CONFIGURATION (19. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAI -TER AND/OR PANEL SPAN TABLES. D, TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. I.C.C. E.S. EVA UJATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG BT; REPORT NUMBER PATE: 4f282011 TITLE SHEET COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 pot DURALUM PRODUCTS, INC. 1(916)452-7021 ER- SCALE: NONE REVISED BY: DESIGN LOADS RANCHO CUCAMONOA, CA (9S1) 741.2107 HORIZ. WIND = 90,1006110MPH 8269 ALPINE AVE., SACRAMENTO, CA 95828 FAX403-1619 oalos@dumlum.mm SHEET T-1 w►v ate. •mss �a. PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING 8 RESIDENTIAL CODES, ASCEISEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL -ADM 1-05. 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 LQADS 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 SHAD. 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 WITHOUTAN APPROVED CHANGE ORDER. 6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT. 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL 8. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 760 POUNDS. 9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 8 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH 03C SECTIONS 1605.3.1 8 180541.2. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 15. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI7, SECTION 6.5.7.1. 16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCEISEI 7, SECTION 6.5.13, EXCEPT WHERE NOTED IN THIS REPORT. 17. 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). 18. 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: 19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION. 20. 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. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING D=PTH. (EQUALS 150 PSF/FT x 1.33 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). 23. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-440 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. AUL BOLTS SHALL HAVE STANDARDCUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL ( ICC -ES ESR -2626 FOR CONCRETE AND 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. 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY. 28. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RA's. ,r.y TABLE 1 - REDUCTION FACTOR APPLICABLE TO MULTIPLE SPAN CONDITIONS FOR ROOF PANELS ROOF LIVE LOAD. PSF . WIND SPEED AND EXPOSURE 90 MPH 100 MPH I .110 MPH EXP. B 1 EXP. C EXP. B EXP. C EXP. B I EXP. C 10 1.00 0.90 1.00 0.80 0.90 0.75 20 1.00 1.00 1.00 1.00 1.00 0.90 30= 1.D0 1.00 1.00 1.00 1.00 1.00 29. 6$8MS Sh;211 Ba "-I' h icIA O ver `rhe tentw- SuQport Foy T h rise . f�nst, Gon d 1f)�rls i9h 1y" VOTES: ALL COMPONENTS ARE INTERCHANGFARI F I IMI r=cc nT41F171AIIcC nlnTCn I.G.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL IATES, INC. LIVE LOAD= PATO COVER SYSTEM AS MFG. BY: REPORT NUMBER GATE: 41282011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES 10, 20 A 30 par HORIZ. WIND . DURALUM PRODUCTS, INC. 8288 ALPINE AVE., SACRAMENTO, CA ES REVISED BY: RANCHO CUCAMONGA CA 851 741-2107 I ) 90.1008110 MPH (0181462.7021 FAx 4D3.1618 aelea(o�durelum.mm rstum SHEET 10 33 ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS O. "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE P SI k SQ. POSTS, SIZE VARIES * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. SOLID PANEL TYPES THF PROD Be s OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 3 1/2" SLAB ATTACHMENT ALTERNATE: 91N, POST my MAY BE USED SEE SCHEDULE SINGLE POST WHERE PERMITTED. \ MAY 8E USED SEE SCHEDULE OURALUM PRODUCTS, INC. MAX. HT =12' RANCHO CUCAMONGA, CA (951) 741.2107 NOTE: NO SPLICE AT THIS 80,0000 & 110 MPH POST ANDA END BAYS. FOOTING WHERE REQUIRED NOTE. O SPLICE AT THIS SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE SO. POSTS, SIZE VARIES iv 3 1/2' SLAB SINGL MAY BE USED SEE SCF TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9' STEEL ROD TYPE "C" F NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 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 - * SQ. POSTS, SIZE VARIES ALUMINUM ROOF PANEL MIN. 0.25' SLOPF PER FT SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES ALTERNATE: 31/2' SLA13 SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR PIST SPACING O,}/ ?54; OF SP NOTE 40SPLICEATTHIS POST D AT END BOYS. NOTE: EACH COMPONENT IS INTER - V2 x W STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: E.N. ALTERNATE: my LNE LOAD;,, ATTACHMENT SINGLE POST SCALE: NONE REPORT NUMBER "REVISED \ MAY 8E USED IEE SCHEDULE OURALUM PRODUCTS, INC. WHERE PERMITTED. RANCHO CUCAMONGA, CA (951) 741.2107 80,0000 & 110 MPH SEE SCHEDULE SHEET 2 OF 33 NOTE. O SPLICE AT THIS MAX. HT. -12' POST AND AT END BAY FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INT CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERN TYPE "8" ATTACHED MULTISPAN W/CANTILEVER101 ALUMINUM ROOF PANEL MIN. 0.25' SLOPF PER FT SEE SCHEDULE FOR SPANS 'O.H.' NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SQ. POSTS, SIZE VARIES ALTERNATE: 31/2' SLA13 SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN FOOTING, SEE SCHEDULE FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR PIST SPACING O,}/ ?54; OF SP NOTE 40SPLICEATTHIS POST D AT END BOYS. NOTE: EACH COMPONENT IS INTER - V2 x W STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LNE LOAD;,, PATIO COVER SYSTEM AS MFG. BY: SCALE: NONE REPORT NUMBER "REVISED COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL STRUCTURES 10, 20 830 ptf OURALUM PRODUCTS, INC. ER- REVISED BY: RANCHO CUCAMONGA, CA (951) 741.2107 80,0000 & 110 MPH 8288 ALPINE AVE., SACRAMENTO, CA 85828 (918)462.7021 FAX 4031518 aelea®dumlum.eom SHEET 2 OF 33 RAPIER SEE TABLE * SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 8112' SIDE PLATES. FORSI AND SPACINZE O OPEN LATTICE TYPES Fy.mkx PROJ. / n•. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE BEI E SCHEDULE vGefi� AU1V NST BE COVERED. MAX O.N. PR SE 2311 OF SPAN O•C.ROR glg�� ANDSPACINO LENGTH OF STRUCTURE VARIES 0 POST WITH SIDE PLATES III SEE DETAIL IENOTH OF STRUCTURE VARIES 3 Il2'BLAB ATTACHMENT \ NOTE: EACH COMPONENT IS INTER- MAv BE 118ED WHERE a CHANGEABLE WITH ANY OTHER SFFt sEewlEDulE t 9g�c�yO COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED. CHANGEABLE WITH ANY OTHER SF SEE SCHED. FOR FOOTING CUBE SIZE FT OPEN LATTICE -TYPE PATIO COVER COMPONTENT UNLESS OTHERWISE SHOWN. SCALE: NT8 NOTE E STRUCTURE MAY.=SE COVERED. TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MUL RAFTS SEE TABLE F R SIZE AND SPACING . MAX. O.H. O' dj 23% OF SPAN LENGTH OF STRUCTURE VARIES NOTE: THIS OPEN LATTICE•TVPE STRUCTURE MAY j"BE COVERED. SEE POST LENGTH OF STRUCTURE VARIES MAIL PROD. SEE SCHEDULE P09TWITHSIDEPLATEB tk SEE DETAIL 31/Y 6lAB ATTACHMENT MAV BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE 81ZFF-% NOTE: NOTE: EACH COMPONENT IS INTER- TOCONBTRAIN rigLYy� CHANGEABLE WITH ANY OTHER sFFT '0 FOOTING.E BE E 317 SLAB COMPONTENT UNLESS OTHERWISE SHOWN. IFiF SHEDUL NOTE: EACH COMPONENT IS INTER- MAY USED TO CONSTRAIN OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SFFt " COMPONTENT UNLESS FOOTING, S SCHEDULE EE SCALE: NTS SEE SHEDT . FOR FOOTING CUBE SIZE OTHERWISE SHOWN. FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE I.C.G. E.B. EVALUATION DRAWN BY: E.N. TOM CAMPBELL ASSOCIATES, INC. LIVE LOAD = ATI COVER SEM S G. By. REPORT NUMBER DATE: 4/2&2011 SCALE NONE I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE 10.20 6 30 pel DURALUM PRODUCTS, INC.. ER, REVISED BY: RANCHOCUCAMONDA, CA (881) 741-2107 STRUCTURES HORIZ. WIND • 90.1006118 MPHSHEET 8289 ALPINE AVE., SACRAMENTO, CA 85828 (918) 452.7021' FAX 403.1519 eales�duratum.mm 3 OF 33 SOLID PANEL SPANS FOR COMMERCIAL & PATIOS ' 90/100/110 MPH EXPOSURE B & C .25"� 67" T=SEE TABLE BELOW 435,,40" 7f— '^ 40" 2.46" 70^ 4q" .40 .25 1.48 •40" I 4' .35' 3.00" �— 4.60" 4.50" T 4.50" 4.50' 40" 3.00" 24.00" ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI -"V" PAN (SEE NOTE 1 BELOW) L.L.= (PSF) PANEL"T" (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B I EXP.0 EXP.B EXP.0 EXP.0 .018 11'-9' 101-8' 11'-9" 9'-7" 10'-8' 8'-8" 10 .024 13'-9" 12'-7' 13'-9" 11'-0' 12'-6" 10'-3" ,032 032 15'-1" 14'-6" 15'-1' 13'-0' 14'-5" 11'-9" 20'-11" .018 9'-8" 9'-8" 9-8" 9'-7' g'-8' B'-8" 20 .024 111-6" 11'-6" 111.6" 11'-3' 11'-6" 10'-3" 12'-10" .032 13'-4" 13'-4" 13'-4" 13'-0' 13'-4" 11'-9" 15'3" .018 8'-5" 8'-5" 93" 8'3" 8'-5" 8'3" 30 .024 10'-0' 101-0' 10'-0' 10'-0' 10'-0' 10'-0' 10'4" .032 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" r NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. n�V,v,, n��v, appy nap Vn c4Vn� 17'x 3 1/2"W PANEL (SEE NOTE 1 BELOW) L.t = (PSF) PANEL'r (04) 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 10 .020 14'-3' 14-3' 14'-3" 14'-2" 14-3" 12'-10" .024 15'-7" 16=7" 15'-7" 15'-7" 15-7" 14'-1" ,032 18'-8" 18'-8" 18'-8" 18'-B" 18'-8" 17'-3" ,040 20'-11" 20'-11" 20'-11" 20'-11" 20'-11" 19'-9" 20 .020 11'-10" 11'-10" 11'-10" 11"-10" 11'-10" 11'-10" 024 12'-10" 12'-10" 12'-10" 12'-10" 12'-10' 12'-10" .032 15'-5" 15'-5' 15'3" 15'-5" 15'-5" 15'-5" .040 17'-3' 17'-3" 1r-3" 17'-3" 17'-3" 17'-3" 30 I` .020 10'-0" 1014" 10'-4' 10'4" 10'-4" 10'-4" .024 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" ll' -2" .032 13'-6" 13'-6" 13'-6' 13'-6" 13'-8" 13'-8" .040 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" I.C.C. E.S. EVALUATION TOM CAMPBELL 8 ASSOCIATES, INC.Llve LOAO • PATIO COVER SYSTEM AS MFG. BY: NUMBER 011 AGPMABY.,'E.N. E COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERPIG PANEL SPANS 10.20630 ps1 DURALUM PRODUCTS, INCREPORT RANCHO CUCAMONOA, CA (861) 741-2107 HORIZ. WIND • ®289 ALPINE AVE., SACRAMENT-: 70, 80 8 110 MPHSHEET 191B)452-7021 FAX403-1519 e81ee®dwalumeom 4 OF 33 RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH .* MAK 2I / .024• .042' .024• ALUM. ALLOY 300444380 2' OR EQUAL ALUM. ALLOY 3004 136 * SEE NOTE BELOW OR EQUAL i 2 X 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER L = "T"� 90 MPH 100 MPH 110 MPH ILL= T. 90 MPH 100 MPH 110 MPH !LL1 Sf) ON.) aia EXP- B EXP.0 EXP. B EXP.0 EXP. B EXP.0 O.H. .024 16" 12'-2" 12'-2' 12'-2" 11'-10" 11'-10" 11--5- 24" 9'-11' 9'-11" 9'-11" 9'-8" 9'-8' . 9'-3" 10 .082 16" 16'-3° 16'3° 16'-3" 15'-9" 15'-9- 15'-2" 24" 13'-3" 13'3° 13'3° 1 12'-10" 12'-10" 12'-5" 21'-6" .042 16" 21'-4' 21'4' 21'-4" 1 20'-8° 20'-8" 19'-11' 17'5" 17'5" 16'-10" 16'-10- 16'-3" 17'-6" .024 16" 9'-4- 9'-4" 9'-4" 9'-4" 9'-4" 9'-2" 24" 7'-7- 7'-7" 7'-7' 7'-7° 7'-7' 7'-6" 20 .032 16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-3" 24" 10'-2" 10'-2" 10'-2" 10'-2' 10'-2" 10'-W 23'-10" .042 16" 16'-4- 16'-4° 18'-4" 1 16'4" 16'-4- 16'-1' 24" 13'-4' 13'4' 13'-4" 13'4" 13'-4° 13'-2" 13'-2' .024 16, .024 24" 10,-9" 10'-9" - 30 .032 16" 10'-3" 10'-3' 19-3" 10'-3° 10'-3" 10'-3" 24" 8'-0" 8'-4" 8'-4" 8'-4- 8'-4" 8'-4" 1r-7" F04216" 17'-7" 13'-5" 13'-5' 13'-5" 13'5" 13'5" 13'5' 24" 11'-0" 11'-0" 1 11'-0" I 11'-0" 11'-0° 11'-0" (PSF) I (IN.) EXP. B I EXP.0 I EXP. B I EXP.0 I EXP.B I EXP.0 R (PSf (IN) $ 11 .042 EXPO SIT .042' P ALUM.ALLOY3 8•� OR EQUAL V ! * SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH F 110 MPH 24'-8" 12Y -W 124'-0. 122-8" 123'-5" 121'-10" 20'-0' 19'-1' 19'-7" 18'-6' 19'-1" 17'-10' TRIBUTARY WIDTH 16- 17'-3' 17'3' 1r3" 16'-8" 1 16'-B" 16'-1" O.H. 8 7 9 B 10 .024 13 24' 14'-1' 14'-1" 14'-1" 13'-7- 13'-7' 13'-2' 6 6 7 10 8 9 9 10 16- 23'-0" 23'-0" 23'-0- 22'3" 27-T 21'-6" 9 10 10 10 .032 12 24- 18'-9" 18'-9' 18%9" 18'-2" 18'-2" 17'-6" 12 13 3' - 7 7 8 8 9 9 18" 30'-2" 30'-2" 30'-2" 29'-3" 29'-3' 28'-2' - - - 9 9 10 10 .042 11 1 12 24" 24'-7' 24'-7" 24'-7' 23'-10" 23'-10" 23'-0" 12 12 1 13 20 15 15 16' 13'-2" 13'-2" 13'-2' 13'-2' 13'-2" 13'-0' .024 24" 10,-9" 10'-9" 10'-9' 10'-9" 10'-9" 10'-7- 16" 1r-7" 17'-7" 1r-7" 1r-7" 17'-7" 17'-4" 20 .032 24" 14'4' 14'-4" 14'-4" 14'-4" 14'-4" 14'-2" 30 46' 23'-1" 23'-1" 23'-1" 23'-1" 23'-1" 22'-9- .042 24" 16'-10" 18'-10" 18'-10" 18'-10" 18'-10" 18'-r 16" 10'-10" 10'-10" 10'-10- 10'-10' 10'-10" 10'-10' .024 24" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 16" 14'-6' 14'-W 14'-6" 14'-6' 14'5" 14'-8" 30 .03 24" 11'-10' 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 16- 19'-0"19--o. 19'-0' 19'-0" 19'-0" 19'-0" .042 24" 15'-6" 16'-6" 15--6" 15'-8" 15'-6" 15' -6 - (IN) $ 11 .042 EXPO SIT .042' P ALUM.ALLOY3 8•� OR EQUAL V ! * SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH F 110 MPH 24'-8" 12Y -W 124'-0. 122-8" 123'-5" 121'-10" 20'-0' 19'-1' 19'-7" 18'-6' 19'-1" 17'-10' TRIBUTARY WIDTH TABLE LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: CLEAR SPAN (FT.) COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS .042 O.H. 8 7 9 B 10 11 12 13 14 15 18 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 8 7 7 B 8 9 9 10 10 11 11 12 2' S 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' - - - 9 9 10 10 11 11 1 12 12 13 13 14 14 15 5' - - - - - 11 11 12 12 1 13 13 14 14 15 15 18 (IN) $ 11 .042 EXPO SIT .042' P ALUM.ALLOY3 8•� OR EQUAL V ! * SEE NOTE BELOWT 3 x 8" RAFTER 90 MPH 100 MPH F 110 MPH 24'-8" 12Y -W 124'-0. 122-8" 123'-5" 121'-10" 20'-0' 19'-1' 19'-7" 18'-6' 19'-1" 17'-10' I.C.C. I-$. EvaWATION BY: E.N. TOM CA1dPBELL $ ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: /rz8no11 REPORTNUMBER NONE FREIISED COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS .042 16" 1r-9" 17'-9" 17'-0" 1r-9' 17'-9' IT -7- 24' 14'-6" 14'-6" 14'-6" 14'5" 14'-6° 14'-4- .042 16" 14--7" 14'-7" 14'-7" 14'-7" 14'-7" 14'-7' 24" 11'-11" 11'-11" 11'-11" 11'-11" 11'-11' NOTE: SINGLE RAFTERS SPACED 18" 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. PROJECTION SPAN O.H. h TRIBUTARY TRIBUTARY - WIDTH I 1@ SPAN + O.H. f :row . + NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN I.C.C. I-$. EvaWATION BY: E.N. TOM CA1dPBELL $ ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: /rz8no11 REPORTNUMBER NONE FREIISED COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS 10, 20830 pd DURALUM PRODUCTS, INC. HOR17 WIND- 8269 ALPINE AVE., SACRAMENTO, CAER- 1(916)462-7021 BY: RANCHO CUCAMONOA, CA (BS1) 741-2107 90, 100 6110 MPH FAX403-1619 eele"QAumium... SHEET 7 OF 33 >~ OLUMN /POST .TYPES &' SURFACE MOUNT ATTA MAX. HEIGHT-= 10'- = �3 2� MAX. HEIGHT I 3.00"SQ. 024' I #105MS 3.00" SQ. ` I 032" [�24'SO.C. I �A. SIDE 1 6.5" 3 I 14"R 032" TYP, O5/8'PLASTIC=PLUG •�" 3' Q ALUM. POST 3" SQ. ALUM: POST WITH SIDE'PLATES D ALUM. ALLOY 3004-H38 _/LUM.;ACCOYa3004 Ii38 ' 3" SQ• STEEL NST DETAILS 4ls G-3'SO.xt=.188' 3.00" SQ. H =3'SQxt=.250' Qxt=.313"SSQ.xt=188" S .x1=.250 i E 3.0" OR 4.0' MAG POST SQUARE 3" SQ!ALUM. POST STEEL POST ALUM. ALLOY 8083-T6 ASTM A500 GRADE B ALUM. -ALLOY 3.00" OR 2 D" r6063 -T6 2,40" 7/16.0 HOLE 1.375" FOR 3/8" MB ' 2 FLANGES _ - 2 1/8' Aq'ART n 0 0 75 1 ASTM GRADE 36 STEEL \11'215" 26" O I 1.60" 'S INSTALL1V x 1X" x ' HDG .090" TYP. WASHER PLATE AT ANCHORS FOR 11OMPH —� ALUM "T" BRACKET NSTALL 1W x 1 "x T HDG 75' 75' BASE FLARES WASHER PLATE AT ANCHORS 157• TO 3"W1DE EA. FTYP1 SIDE OF FLANGES E FOR 3' ST O Y 6.60' - � 1-7/16"0 HOLE rk 2- 5/16°0 HOLES 8 2-318" HOLES TYP. EA. SIDE STEEL "T' BRACKET' S T=.060" TYP--tt— ALUM. ALLOY 6063-T6 "H" BRACKET J F' - fn r- (4) -SDS 25412 3" x 8" ALUM. RAFT. BRACKET 3"x 8" ALUM. HEADER HEADER BRACKET I.C.C. E.S. EVALUATION DRAWN BY: E.N.LIVE TOM CAMPBELL & ASSOCIATES, INC. DAD " PATIO COVER SYSTEMAS MFG. BY: REPORT NUMBER DATE: 4262011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN/ 10, 20630 pal DURALUMPRODUCTS, INC. 1(918)462-7021 ER- SCALE: NONE POST TYPES HORIZ WIND" 6288 ALPINE AVE., SACRAMENTO, CA 85628 REVISED BY: - RANCHO CUCAMONGA, CA (951)741-2107 60, 100 8110 MPH FAX 403.1610 a.1es@dumtum.wm SHEET 8 OF 33 . 4 0 COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ' CUBE FTG. r SINGLE POSTS ALUM.'T'BRACKET USE WITH 18" 18" SQ. 12" BOLTS 20" 21" SQ. I "T• BRACKET 23• & 24" CUBE l POST TYPE B,C,D, OR E. 31/4' STEEL POST ONLY: 25" SQ. 16" ® 3 -SQ. POST W/ (4)-112'0 STEEL.'T'BRACKET USE WITH 24" 28" SO. 20" USE POST TYPE F. G, H. J OR K (3 /8"0 BOLTS FOR POST TYPE J ��� 23" (2112 SMS EA. (4),5/8.0 POST TYPE B,C,D,E,F,G,H,J OR K. 28" 35" SQ. 26" 35' - 39' CUBE 3'SQ. POST SIDE OF POST OR 3" SO. POST LUM.'i'BRACKET: USE (z}y B'O HILTI 32' 43" SQ. - 4(r - 42" CUBE 1/4" M.B. THROUGH I POST 4 3/4' KWIK BOLTS OR EQUAL 9TE0.TBRACKET: 1n.DEPTHOF 32" (2F1n'0 BOLTS ALL L45 "INSERT 38" 55" SQ. 37" SEE NOTES BELOW USE ((2}318.0 HILTI KWIK FOOTING OR • CUBE FOOTING WI4• SLAB R OTHER CONDITIONS x.188• (2}1/4"0 POWERS WEDGE- BOLTS OR EQUAL 12" MIN. EMBD. ASTM A38 BOLTS+ OR EQUAL, EACH 29:' EMBEDMENT DEPTH FOR KWIK BOLTB) ;.BRACKET NMI STEEL TO SLAB. �� T.o.0 MINIMUM DISTANCE TO p I•'fJ EDGE OF SLAB -4"OR ;'�1 �� S S TO CRACK =10" Q ` S +i • 7a ASTM A572 STEEL (1 3a' MIN. EMBEDMENT) a `•'• T' y a DE TH 4 (11-1n•OM.B. i� .� ; .�: u 3H8• SLAB SHALL BE IN �• ' ' 1 - %w •. GOOD CONDITION a POURED CONCRETE FOOTING SEE NOTE x99'' LONG, 1' 3r` FROM END .. •• •'. o m OF POST Z 3.30. P087 (STL.) OR FLUTED 3 1/2' MIN. FOR SIZE BEE FOOTIN POURED SQUARE SEE FTG. OR 4' SO. P097 (STL.) r eCHEOULE GUAR CONCRETE SCHEDULE IN BEAM INSERT IN BEAM SPAN TABLE FOOTING SQUARE POST EMBED. SPAN TABLE PLS EXISTING SLAB O 3" SQ. POSTS TO CONC. FOOTING ® INTO FOOTING 9 _ 11n• B• 11n• ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE 80. 18' DEEP. ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18" SQ. 12" BOLTS 20" 21" SQ. 12' 23• & 24" CUBE (2)-112"0 31/4' 22" 25" SQ. 16" 25' - 30' CUBE (4)-112'0 31/4" 24" 28" SO. 20" 26" 32" SQ. 23" 31•- 34• CUBE (4),5/8.0 4' 28" 35" SQ. 26" 35' - 39' CUBE (4)-314.0 4 3/4' 30" 39' SQ. 28" 32' 43" SQ. 30' 4(r - 42" CUBE (4)-3/4^0 4 3/4' 34" 47" SO. 32" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. - 36" 51' SO. _ 34" 38" 55" SQ. 37" 40" 60" SQ. 39" 42" 64' SO. 41' 44" 69• SQ. 43• • CUBE FOOTING WI4• SLAB NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED NOTES: 1. DO NOT USE ALUM. 'r BRACKET WITH 3X8 BEAM W/INSERT, MAG BEAM, 4" OR 7' I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2'X)i,•X5)S•AT. STEEL 'r BRACKET. 3. POST TYPE F DO NOT USE STEEL T BRACKET W/7' I -REAM. I.C.C. E.S. EVALUATION WELDED STEEL BASE PLATE (1 0) TOM CAMPBELL & ASSOCIATES, INC. BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POSTTYPE, SEE SHT. 9 9'60.x6/9' B,C,D,F,G,&H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS (SIZE & TYPE) 9"x9•x 5/8" (4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS STEEL PER I.C.C. ESR -19170R EQUAL (4 3/4• EMBEDMENT DEPTH) I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LNE LOAD - A 10 COVER SST AS FG. BY: REPORT NUMBER DATE: 412/2011 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 & 30 psl DU PRODUCTS, PRODUCTS, INC. ER- SCALE: NONE REVISED BY: RANCHO CUCAMONOA, CA (851) 741-2107 AND EMBEDMENT HORIZ WIND a 80, 100A 110 MPH 8288 ALPINE AVE., SACRAMENTO, CA 95828 (ete)45z-7ozI FAX4031518 selss@d,-mh-.mm SHEET 10 OF 33 I HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H38 — 1.5T::l WALL FASTENERS SEE TABLE 1.75" O ROLLFORMED HANGER R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET. ALUM. PANEL 2X OR-/ 3x ALUM. RAFTER FASCIA BOARD - ALLOWABLE PROJ. ALUM.ALLOY 6063-T6 .06 O EXTRUDED HANGER CHANNEL FASTENERS, SEE TABLE A34 FRAMING ANGLE (24" MAX.) EXISTING EAVE CONNECTION RAFTER ROOF PANEL 014 SMS 0 EA. CONTACT ' WALL CONNECTION ALUM.ALLOY 608346 ALUM.ALLOY 6069 -TTS OI.R. HANGER OC 2.740" T=.060" — WALL FASTENERS SEE TABLE HANGER / RAIL FASTENER TO FASCIA, WALL I STUD, MASONRY OR CONC.) WALL FASTENERS /+� SEE TABLE 'D A" 014 SMS Q PANEL 110 A B B C D Di E E F LOCKSOROBSMS 281" AT EA CONTACT ALUM.ALLOY 6063-T6 .06 O EXTRUDED HANGER CHANNEL FASTENERS, SEE TABLE A34 FRAMING ANGLE (24" MAX.) EXISTING EAVE CONNECTION RAFTER ROOF PANEL 014 SMS 0 EA. CONTACT ' WALL CONNECTION ALUM.ALLOY 608346 ALUM.ALLOY 6069 -TTS OI.R. HANGER OC 2.740" T=.060" — WALL FASTENERS SEE TABLE HANGER / RAIL FASTENER TO FASCIA, WALL I STUD, MASONRY OR CONC.) WIND AT WOOD STUD AT MASONRY (SOLID -GROUTED AT 2x FASCIA DESIGN 16" O C- CELL AT FASTENER)OR CONC. LL=10 LL=20 LL=30 LL=10 LL -20 LL=3LL=10 LL -20 LL=30 90 A B B C D D E E F 100 A B B C D D E E F 110 A B B C D Di E E F LL=20 DESCRIPTION OF LAG SCREW SEE NOTE BELOW 2" x 4"1' FULL OR 2" x 6"1'-6" NOTCHED A-SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24'0.C. MAX. 8" B=SDS25412 WIA34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX. 60 C-SDS25412 AT EACH STUD, 16' O.C. MAX. FF inti u D=3/8"O x 4" LAG SCREW AT EACH STUD "E=3/8"0 x 1 118" AT 16" O.C. INTO SOLID -GROUTED CML CELL OR CONCRETE 24" O.C. -F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE 8'-10" 'HILT] QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1 EXIST. RAFTER 112"EOR2"BLEDOER2•EACH ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG L) LL=10 LL=20 LL --30 2" x 4"1' FULL OR 2" x 6"1'-6" NOTCHED 16 O.C. 8" 181-8" 181-8" 14'-2" T-0" 14'-0" 12'-8" 9'-7" 24" O.C. i 12'3" 11'-8" 8'-10" 2,-0" 9'-4" 7'-4' 5'-7- 2"x6" FULL OR 2"x8" NOTCHED 24" O.C. 2'-0" 19'-11" 19'-4" 14'-8' 2"x8" FULL OR 2"x10" NOTCHED 24" O.C. 2'-0- 31'-11' 31'-11" 25'-0" NOTE: 2x8 DF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16' O.C.) DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL-20psf THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY. THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT. 10# LJ -.-(2)#14 SMS EA. SIDE 20#/30#L.L=(2#14 SMS EA. SIDE U43RACKET _ ' 3/4" OR 11/2" 112"EOR2"BLEDOER2•EACH 2'X81/2'OR 114'0 x 3.1/2' LAG SCREWS L.L.=10 psf 5- MIN. 3" x 8' ALUM. RAFTER TIO COVE SSE A G.DATE: —� �L314' OR 1112* REPORT NUMBER EXISTING WOOD STUD FRAMING APPROVED 3' OR 4" INSUL. ROOF PANEL "SOF 6 C i 0 8 EEL •-- 0 1/4.0 HOLES,TYP. 0 8 as 0 1 114" NOTE: PROVIDE WATER PROTECTION, METAL FLASHING CAUCK JOINTS AND SLOPE TO DRAIN FOR SPAN SEE ALLOWABLE DECK/RAFTER SPAN TABLE V 112"EOR2"BLEDOER2•EACH TOM CAMPBELL 8 ASSOCIATES, INC. 114'0 x 3.1/2' LAG SCREWS L.L.=10 psf LIVE Loan a TIO COVE SSE A G.DATE: 2 EACH 7118'0 x 3-112" LAG SCREWS L.L.-20AND 30 psfER}#14x1 REPORT NUMBER W.S. 314' (2"MIN, PENETRATION INTO 10, 20 630 pst f(3" EXISTING WOOD STUD) REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENTS NOTE: USE LEDGER WHERE RAFTER SPACING 8288 ALPINE AVE., SACRAMEN70. CA 95826 (810)462-7021 FAX 403-1618 Teles®tluratum."om SHEET 9 OF 33 EXCEEDS EXISTING STUD SPACING NOTE: BRACKET SEE ® FOR ATTACHMENT NOTE: PLACE"SIKA R MATERIAL BETWEEN BRACKET AND COMP. MAY BE MOUNTED RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL BELOW RAFTER W/ SAME CONNECTION'S. WALL CONNECTION 0 0 BRACKET CONNECTION J.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. HANGER CHANNEL LIVE Loan a TIO COVE SSE A G.DATE: REPORT NUMBER 4128/2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET 10, 20 630 pst JDARALUM PRODUCTS, INC. ER REVISED BY: RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENTS HORIL WIND • g0. 100E 110 MPH 8288 ALPINE AVE., SACRAMEN70. CA 95826 (810)462-7021 FAX 403-1618 Teles®tluratum."om SHEET 9 OF 33 I HEADER BEAM TYPES & ATTACHMENT DETAILS 1" 2.00° I SPLICE WHERE --� I UVE LOAD - AT O CO S STE AS MFG. BY: 9- OCCURS y`I I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BFJUA TYPES SPLICE WHERE OCCURS s ER- REVISED BY: RANCHO CUCAMONGA, CA 1951) 741.2107 ' HORIZ. WIND - 100 5 110 MPH 2.57" SHEET 11 OF 33 4.6' 2.19" -1 ] [ F z. Des TVP. I - --- –2708° I rrv. SPLICE WHERE OCCURS 3.00" SQ. .yJ1.00� 11 8" TYP I---- 2.r —� ASTM A653 GRADE 40 .038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY FASCIA -ALUM. ALUM. ALLOY 8083-T8 6083-T6 ALLOY 3004-H36 O 8083-T6 O O O E 6.5" ROLLFORMED 4.5" GUTTER [[ MAG. GUTTER MAG BEAM 3" SO. STEEL BEAM 4" QR01 ESS/d ice- 1II 3.0" r3" —I . (`d._A 2" e.s MAX. 2" e.9• L I I o mays �- _" I'7 SPLICE WHERE I SPLICE. —� '042" OCCURS 4" WHERENoNO. % .024" 6.0' �— .032" 070 .042' 032" TYP• 110" TYF. sq \� Y 3004-H36 OR EQUAL ALUM. ALLOY 3004-H38 ALUM. ALLOY ALUM. ALLOY 3004-M36 OR EQUAL 8083-T8 O 8083-T80Y _ j OR EQUAL O K 4" I -BEAM 7" I -BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM �{ 3' L_T 042" 8„ ALUM. ALLOY 30044438 O OR EQUAL 3 x 8 BEAM W1 STL. INSERT �MAX.� 3' .042" ALUM. ALLOY 30044138 OR EQUAL ODBL. 3 x 8 BEAM MAX.3" P.04I.— e. .042' y ALUM. ALLOY 3W"38 ■ OR EQUAL T DBL. 3 x 8 BEAM ON DBL. 3 x 8 STL. INSERT 5" T-14 GA 7.175' ASTM A653 GRADE 50 8 5' 3x8BEAM QO STEELINSERT 7.375' T - 0.125' 8.858" ALUM. ALLOY 6083 -TS I I� 375° I-X1.75"�1 7" I -BEAM "C11 O SPLICE I INSERT I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL ASSOCIATES, INC. UVE LOAD - AT O CO S STE AS MFG. BY: REPORT NUMBER DCALE: NONE SCALE: NONE I COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BFJUA TYPES 10, 20630 pat I90. DURAL PRODUCTS, INC. I(916)462-7021 ER- REVISED BY: RANCHO CUCAMONGA, CA 1951) 741.2107 ' HORIZ. WIND - 100 5 110 MPH 8289 ALPINE AVE., SACRAMENTO, CA 95928 FAX 403.1618 salea(ydurelum.eam SHEET 11 OF 33 SPLICE DETAILS {11) 1 BEAM TO POST DETAILS 12 1 SIMPLE SPLICE FULL MOMENT 1 � I #10 s.M.s. II #12 S.M.S. IS Tom' TYP. THICKNESS =.036 (24 TOT TYP. THICKNEPS =.035- + + + T al ALUM. ALLOY 3004-1136 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR'BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WHE OCCUR ALUM. ALLOY 6063-T6 4" I -BEAM TOTAL" (8}1/2'0 BOLTS DRAWN BY: E.N. NOTCH I -BEAM FLANGE LIVE LOAD= AS NEEDED TO CLEAR 1. 0" 0 2. 0" 0 0 O O POST,CONNECT WEB (8081 -TS) ALTERNATE I BEAM SPL{CE DETAILS TO POST W/(2)-1/2.0 STL. C -BEAM L716" 3'-0" SO. POST MOMENT C -SPLICE q 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 6083 -TB 7" I -BEAM MOMENT C -SPLICE (2)#10 S.M.$.@ EA. VALLEY, TYP. #12 METAL BACKED, NEOPRENE WASHERED ROOF PANEL 47x3' ALUM. 9' BM. OR Tk4' ALUM. Y• SM. - POST, SEE SCHEDULE 1/4'0 M.B. BEAM BRACKET 2- 3/8'0 M.B. THRU STL.'T' BRACKET TO POST. ALTERNATE BEAM TO POST CONN. I.C.C. E.B. EVALUATION DRAWN BY: E.N. NOTCH I -BEAM FLANGE LIVE LOAD= AS NEEDED TO CLEAR I -BEAM ALUM ALLOYSO. REPORT NUMBER POST,CONNECT WEB (8081 -TS) ALTERNATE I BEAM SPL{CE DETAILS TO POST W/(2)-1/2.0 STL. C -BEAM THRU-BOLTS SO. POST RANCHO CUCAMONGA, CA (981)741.2107 iBEAM TO POST CONN. #12 METAL BACKED, NEOPRENE WASHERED ROOF PANEL 47x3' ALUM. 9' BM. OR Tk4' ALUM. Y• SM. - POST, SEE SCHEDULE 1/4'0 M.B. BEAM BRACKET 2- 3/8'0 M.B. THRU STL.'T' BRACKET TO POST. ALTERNATE BEAM TO POST CONN. I.C.C. E.B. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 4A2B2011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL BEAM SPL{CE DETAILS 10, 208 30pa1 HOPUL WAND = DURALUM PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, CA 95828 ER- REVISED BY: RANCHO CUCAMONGA, CA (981)741.2107 90. 1008110 MPH (918)452-7021 FAX 409.1319 sales®Curalumaom SHEET 12 OF 33 21114 z 12' S.M.S. EACH SIDE OF 3' ro . POST (4 -TOTAL)) LTERNATE: 114'0 BOLT W/ WASHER A SIDE OF 3' SD. POST +0+ 0' O I 2.35' 3'So. POST 2-014 x 12' S.M.S. EACH SIDE OF 3' SO. POST 4 -TOTAL ALTeRNA ' 1f4'0 OLT WI WASHER EA. SIDE OF 3' 80. POST 3.00' 3" SO. POST OR .240' GUTTER FASCIA MAG BEAM 3' SO. POST 13 BEAM TO POST CONNECTION DETAILS " x 8" x .042" BEAM, " SQ. STEEL OR IAG BEAM. (4)414 SDS @ EA. SIDE TOP & BOTT. TOT.=16 'X 3" ALUM. OR TEEL POST 3 SQ. STL. BEAM H - BRACKET TO POST ALUM. ALLOY 3105-H25 1.50" 1.50" .28" — 2- 018" 1 #B x 2 "SMS, 2 1/2" 1 1/2" SQ. OR 2" LATTICE TUBE ALUM. ALLOY 3105-H25 .28" � 3" 2• 1 1/2" SQ., 2' SQ., OR 2'x3' LATTICE @ 3" O.C. MIN. " TO WO.C. MAX. O 17 2"x3" LATTICE TUBE LATTICE TUBE TO RAFTER "L" FASTENERS 1'-0" 4 - #14 SDS T -O" 6 - #14 SDS Y-0" 12 - #14 SDS FASTENER SPACING = 3!4' #14 x 1/2" S.M.S. TOP & BOTT. (2) -TOT. ROOF PANEL ROLLFORMED OR — ' EXTRUDED GUTTER #14 S.M.S. @12.O.C.– FASCIA 6 1 /2"x2"x.024 — RAFTER m FASTENER TO FASCIA - SEE TABLE —FASTENER TO RAFTER TAILS - SEE TABLE /�-- OPTIONAL LATTICE TUBES / �`AT OVERHANG a FASTENER 8 1/2' o.o GROUP 00 ALUM. BRACKET X 2" 1' "L" SEE TABLE RAFTER "TAIL" TO GUTTER 15 (4) - #14 x 3/4" TEK SCREWS BRACKET TO RAFTER MIN. x t = .040" @ 6063-T6 (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS BRACKET TO BEAM 18 "U" BRACKET - RAFTER TO BEAM I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: en011 COMMERCIAL AND RESIDENCUCAMONIALGA STRUCTURAL ENGINEERING BEAM TO POST 10, 20 830 pet DURALUM PRODUCTS, INC. I ER-. - SCALE: NONE REVISED BY: RANCHO CUCAMON00. CA (951) 741-2107 ATTACHMENT HORIZ. WIND = 90,100 8110 MPH 9269 ALPINE AVE., SACRAMENTO, CA 9-29 (913)462-7021 FAX 403-1619 salsa®dL"elum.com SHEET 13 OF 33 DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION LIVE TOAD - 3 2"x6" LEDGER BEAM SPLICE TO 2"x6.5" OR 3"x8" RAFTER v~i ALTERNATE: 1/2" BOLT OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 1 1/2" OR 2"LATTICE in (2) SDS25412 FESS/ POST. NOT PERMITTED PLUG WHERE @ 2 -POST UNITS TO COLUMN CONNECTION #8 S.M.S. 6 SCREWS I SCREW IS INSIDE ALTERNATE 1/2" �QQ� DOUBLE RA ," CA/j� �/ PER SIDE I BOLT CONNECTIOPLAN 2 t'- 3"x3"x0.024" (1) - 1/2" BOLT OR #14 SMS MAY BE USE AS CONNECTOR (2} #14 S.M.S. EACH RAFTER ALTERNATE : 4414 S.M.S. Z Zm 3.5" 3.5" ALTERNATE TO ATTACHMENT DETAIL 22 RAFTER TO CO F" N to 3.5" 3.5" 1/4"0 BOLTS CONNECT. (6-T �. 3 i# * ' .5" 8" BEAM 1• \�' 1 OR 4.WO B• '9 8-#14 SMSol F 1" EACH SIDE 16112" SIDEPLATE EA. I SIDE SEE POST SCHED. 3"x 3"S7L.POST (24") INSERT ATTACHED OR C ALTERNATE: (2}2x8.5°OR 914 SMS EA. SIDE TOP, MID HEIGHT 3"x 3 STL.POST COLUMN (2)-3"x8"HEADER AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES FOR FREESTANDING (2) -1/2 -BOLT BEAM TO POST CONNECTION 21 2"x 6.5" SIDEPLATE POST SCHEDULE DBL. RAFTER / DBL. HEADER CONN. 19 3" SQ. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2}2" x 61/2" x .032" W/ (6)-#14 S.M.S. EACH SIDE. a W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. #8 S.M.S. EACH SIDE DRAWN SY: E.N. LATTICE 1 1/2" OR 2" EXISTING SHEATHING LIVE TOAD - 3 2"x6" LEDGER (NEW OR EXIST.) 2"x6.5" OR 3"x8" RAFTER v~i ALTERNATE: 1/2" BOLT 10, 20 n 3o paf JIDURALUM H WIND m ALTERNATE: in (2) SDS25412 (2)- #14 S.M.S. EACH RAFTER TO COLUMN CONNECTION (4 -TOTAL) (010) 452-7021 FAX403-1519 sel"s�durelum.cOm — ALTERNATE: r (2)- 2x6.5" OR (2}3"x8" HEADER EXISTING ALTERNATE: 1" STUCCO OR EQUAL 3"x3"x0.024" (1) - 1/2" BOLT OR 2.5" PENE. INTO EACH WOOD STUD CONNECTOR (2} #14 S.M.S. EACH RAFTER EXIST. STUCCO / LEDGER STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22 DBL. 3"X8"X.042 BEAM OR DBL. 2"X6.5"X.032" BEAM 1%— 5/8" 0 ACCESS HOLES INSTALL 6 - #14 X V4" 3" SQ. POST LONG SDS @ EACH HEADER TO COLUMN (12 FASTENERS PER CONNECTION) DOUBLE HEADER TO COLUMN DETAIL 23 I.C.C. E.S. EVALUATION DRAWN SY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE TOAD - PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 4/28/2011 SCALE: NONE IREVISEDBY'. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE CONNECTIONS 10, 20 n 3o paf JIDURALUM H WIND m PRODUCTS, INC. 8289 ALPINE AVE., SACRAMENTO, CASSB2B ER- RANCHO CUCAMONGA, CA (051) 741-2107 B0, 100 n 110 MPH 100 (010) 452-7021 FAX403-1519 sel"s�durelum.cOm SHEET 14 OF 33 10# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C * THE MAXIMUM COLEMAN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OFTHE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE 8—a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. 3" SQ. STEEL BEAM DBL. 3"Wx.042"BEAM DBL.2NI5.5"x.032" BEAM 3"x8" BEAM WINS RT DBL. 3"x8" BEAM LATTICE POST SPACING TABLE LIVE LOAD= ATI COVER SYSTEM AS MFG. BY: OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT 5 o MAX.COL MAX.POST FREESTAND ATT. MAX POST FREESTAND ATT. MAKPOST MAX.POST FREESTAND ATT. MAXPOST FREESTAND 'ATT. MAX POST FREESTAND ATTACHED 510 3 SPACING ON SLAB* SPACING SPACING SPACING FTT . FTG. SPACING FTG. MIN. FTG. FOR DBL FOR 3' x 8' FTG, MIN• FTG. SPACING FTG. MIN. FTG. SPACING FTG MIN. FTG. MIN. (SPAN) k (SPAN) (SPAN) m_ RANCHO CUCAMONOA, CA (841)741-2107 AND ATTACHED 101)LI 110 MPH (IN.) (IN.) POST POST POST (SPAN) P03T POST (IN.) 2'x8.5'x.032" BEAM (IN.) (IN.) (IN.) (IN.) (IN.) (W') 8288 ALPINE AVE., SACRAMENTO, CADS B5B28 (818) 452-7021 FAX 403-1518 e°lea(a)durel2m.o°m SHEET 28 OF 33 TYPE TYPE TYPE TYPE TYPE 4' 17'-0° 31 G 1618 19'-;7,-10" 36 H 18 12'-19'-10" 13'-6"12'-7" 33 16 24'-23.2„ 38 H 20 351 42 H 23 $ 4' ,-3„ 21 8 3 32'-9" 5 5' 13'-7•, 10'-10,-5" 31 G 1618 17' b'-11„ 35 H 1 22 10'-18'-10" 12'-1 32 H 1 i9 22-2"20,_8" 37 H 2124 31'4"29,-3" 41 H $ 5, 1'-3„ 26 E 6' 11'-4" 101 30 G 1719 15'-714 34 H 2 9'-10° 11'-0"10-3 31 H is 2©' 3 H 2/ 28'-8" 40 H 24 B 6' g'-10^ 22 8 -1 ^ " 0 8,-11 24 26'-9" 27 E 7' 9'-8" 9'-9" 30 ^ l7 18 14'-5" 33 H 20 9'-2" 10'-2" 30 H 18 18'-9" 36 H 22 26'-6" 39 H 25 B T s,�„ 20 13'-5" 23 7'-5^ 9'-6„ 20 17'-8" 25 24'-9" 28 E 8' 8'-6" 9'-4" 30 G 18 13'4" 33 H 21 8'-7" 9'-6" 30 H 18 17'-6" 35 H 23 24-10 38 H 25 B, –E— 8 20 12'-7" 23 7'-0° 8'-11 ° 21 16'-4" 25 23'-2" 29 9' 7'-7" 9'-0„ 30 G 19 12'-9" 32 H 21 8'-1" 9'-0" 30 H 19 16'-6" H 23 23'-5" 38 H 26 E 9, , 8-7° 21 11=10" 24 6'-7" 8'-5' 21 15'-5' 26 21'-10" 29 F 10' 6'-9" " 31 G 19 12'-1" ,- ° 32 H 21 7'-8" 8'-6" 31 H 19 15' 8" 34 H 24 22' 2" 37 H 26 E , 10 , 8 -2 21 11 3 ^ 24 6'-3 8 -0" 22 14 -8" , " 26 20 -8 30 F 11' 6'-2" 817,-10" 31 f'{ 1 22 11'-6'10'-9" 31 �"� 2 7-3 8'-2" 31 H 1 22 4'-13'-11„ 34 H 24 21,-19'-9„ 37 H 2730 E 11, 24 5'-11^ 7°-7., 27 F 12' 5'-8" 8'-0"7.6" 32 H 2022 11'-010,_3" 32 H 2 7,�„ 7'-9" 32 H 2 T4r3,x" 33 H 2427 20� 3" 37 H 27 2 31 E 12' 25 5'-8" 7-3„ 22 F 13 5'-2" 7'-8" 33 H 20 10'-7" 33 `� 22 6''8" 7'-6" 33 20 13'-9' 33 25 19'-5" 36 28 E , 13 7'-2" 23 9'-10" 25 5'-s° 7'-0" `i 22 7'-10" `� 28 18'-2^ .� 31 F 14' 4'-10" 7-56'-11" 33 H 2 10,-2„6._6" 33 J 2 s-5" 7'-3° 33 J 2023 33 J 2 18 9"7,-6„ 36 2'_ 23 25 5,_3" 6-9" 12'-4^ 28 .� 31 15' 4'-6" T_2' 34 H 2123 9'-10"9, 34 J 2 6 -3" 7'-0" 34 2 23 2 34 2 18' 35 i 28 e._5" 2" 28 5'-1" 6,_6„ .� 11-11'. .� 28 16'-11„ 2 * THE MAXIMUM COLEMAN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OFTHE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE 8—a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD= ATI COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 4/28@011 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING FREESTANDING 10, 20330 pal IDURALUMPRODUCTS, INC. ER• REVISED BY: RANCHO CUCAMONOA, CA (841)741-2107 AND ATTACHED 101)LI 110 MPH MORIZ. WIND = 90, 100 3 510 MPH 8288 ALPINE AVE., SACRAMENTO, CADS B5B28 (818) 452-7021 FAX 403-1518 e°lea(a)durel2m.o°m SHEET 28 OF 33 10# L.L. 100 MPH FREESTAND-& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. 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 SPIT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -J� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S-EVALUATION DRAWN BY: E.N. DATE: 4282011 TOM CAMPBELL 8 ASSOCIATES, INC. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM PATIO COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS, INC. REPORT NUMBER OR 3"x8"BEAM . EACH w/ A 3"x8" STL. INSERT COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED FREESTAND ATT. MAX.POST 7 o MAX.COL. FREESTAND ATT. MAX POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED MAX.POST MAX.POST c m — 3 ON SLAB *SPACING FTG SPACING (SPAN) SPACING SPACING FTG MIN FTGPOST. FOR DBL. FOR 3' x 6' FTG. MIN. FTG. SPACING FTQ MIN FTG SPACING FTG MIN. FTG. MIN. m FTG.FpM(o'fS• (1N,)PE (IN.) (IN.) (IN.) 2"x6.5"x.032" BEAM TOPE (SPAN) (SPAN) (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) TYPE TYPE TYPE TPOST YPE 4 17'-0' kO" 30 G 15 19'-7" 34 G 17 13'-4" 13'-10" 31 G 16 25'-5" 37 G 19 36'-0" 40 G 21 B 4' " 16 18'-6" 19 11'-0" 13'-1" 17 24'-0" 21 34'-0" 24 5' 13'-7" 30 G 15 17'-6" 33 G 18 11'-11" 12'-5" 31 G 16 22'-9" 36 G ZO 32'-2" 39 G 22 B - 17 16 6 20 9'-10" i 1'-8" - ^ 18 21 6 22 30'-5 " 25 E 6' 11'-4" 29 G 1618 16'-015,-1" 3 G 1 10,101,-9,x„ 11 4"10'-8" 30 (� 1719 20'-j 35 G 2 23 29 38 G 2 26 B 6, ^ 21 -7" 2T -S" E 7' 9'-8" 9'-11" 29 G 17 14'-10" 32 G 19 10'-1" 10'-6" 29 G 17 19'-3"�_ 34 G 21 27'-2" 38 G 23 B 7, 9'-7" 19 14'-0" 21 8'-4 9'-11 " " 19 18 2 " 23 25'-8" 26 E 8' 8'-6" 9-6- , „ 28 G 17 13--191-, " 31 G 20 9'-5" ^ 9 -9" 29 (, 17 18'-0" 34 G 21 25'-5" Z -L24 37 G 24 B 8' 9 -2 19 13'-1 22 T'-9 9'-3 19 17 -0" 24'-0 " 27 E 9' 7'-7" 9'-2" 28 G 17 13'-1" 31 G 20 8'-10" 9'-3" 28 G 11982- 33 G 22 24'-0" 36 G 24 E g. 8'- 10.17'-0" 20 12'-4" 22 7'-a" 8'-9" 0 16'-0" 24 22'-8" 27 F 10' 6'-9" 8'-10a 29 G 118, 12'-511'-8" 31 G 2 8'-5" 8 -9" 29 G 1 20 16 15'_2^ 33 G 2225 22 - 36 G 2 28 E 10' _6 20 2g 7' 0" 8 _3" 21' 6" F 11' 6'-2" 8'-7"8, 30 H 1 11'-10"x. 30 H 2123 8'-0 6 �" 30 H 1 15'-4" 32 H 2325 2 ' 35 �-i 2 28 E 11' 1•, 20 2" 6 =8" 7'-11 ^ 21 4,_6" 20'-6" F 12' 5'-8" 8.3 30 H 1 11'10'-8" 30 H 2123 7'-0„ 8'-0" 30 H 1 21 1413,-10„ 32 H 2 20'-9'9 35 H 2 E 12' 7'-9" 21 �" 7,-7 , 6-4- 26 -7" 29 F 13' 5'-2" 7'-11� 31 �-{ 1 21 10'-10 0'-3" 31 H ._5,. T'-8" 2124 7'-5" 31 H 1921 14'-13-4^ 32 H 2326 19 35 �-{ 26 E 13' 6 6 -1" T,-3' 18'-10" 9 F 14' 4'-10" 7'-7 32 H 1 21 10-69'-11^ 32 H 2124 7, 0" 7�-5" 32 H 1 312,_10" 32 H 2 19#3"18'-2" 34 I -I 2 2s E 14' 7,_2„ 5'-11^ 7--0, 21 26 F 15' 4'-6" 7'-4" 32 H 19 10'-1" 32 H 22 6'-6" 7'-2" 32 H 19 13'-2" 32 H 24 18'-7" 34 H 27 E 15' 6'-11" 22 9'-6" 24 5'-8" 6'-9" 22 12'-5" 27 17'-6" 30 F * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED BEAM. 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 SPIT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -J� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. I.C.C. E.S-EVALUATION DRAWN BY: E.N. DATE: 4282011 TOM CAMPBELL 8 ASSOCIATES, INC. LATTICE POST SPACING TABLE LIVE LOAD - 10, 20 8 30 ps1 PATIO COVER SYSTEM AS MFG. BY: OURALUM PRODUCTS, INC. REPORT NUMBER SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING AND ATTACHED HORIZ. WIND ^ I 8269 ALPINE AVE., SACRAMENTO, CA 85828 1(916)462-7021 ER- REVISED BY: RANCHO CUCAMONOA( , CA 74 1.2107 109L.L. 100MPH 90,1008110MPH FAX403.1619""1"sf�dureNm.com $HEFT 27 OF 33