The URL can be used to link to this page

14-0369 (PAT)ili.O. BOX 1504 , 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 14-000003_6.9 Property Address: 44525 SAFFRON CT APN: 604-252-025-45 -24208 - Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW..DENSITY RESIDENTIAL Application valuation: 3591 T4&f 4,4 a" Applicant: Architect or Engineer: -R-RC--(�,_ QX 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 Proo°fessionals Code, andy License is in full force and effect. License Clas C33 C51 Licen _855623 Date- i ii Com ntracto'� 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 fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, 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: LQPER,MIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/04/14 Owner: WELLBORN CURTIS J 44525 SAFFRON CT LA QUINTA, CA 92253 Contractor: '11 4 GOLD STAR OSTM PTG L��jj ATIa 42335 WASHINGTON STF 63 PALM DESERT, CA 922 ,0,8 D { 2011; (760)574-1043 t� U Lic. No.: 855623 fAC)Umu1^6 ----------------------------------------------- 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 PREFERRED EMPLR Policy Number WKN1438263 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) slsl/a I forthwith comply with those provisions. (Date: 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 cessafion of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above inforrttation is correct. I agree to comply with all city and county ordinances and state laws relating to building constr,,Vvcction, and hereby authorize representatives of this cou t_o enter upon the above-mentioned property f r ins ejotto rposes,._____ - Date: Signature (Applicant or Agent(: LQPERMIT Application Number .. . . . . .14-00000369 Permit PATIO COVER 2013 Additional desc Permit Fee 95.81 Plan Check Fee .00 o Issue Date . . . . Valuation . . . . 3591 Expiration Date_. 10/01/i4 Qty Unit Charge Per Extension . 1.00 95'.8100 EA MISC PATIO COVER, STD 95.81 ---------------------------------------------------------------------------- Special Notes and Comments _. ALUMAWOOD PATIO.COVER 12FT X 22LN FT 511TOTAL OF 270 SQ FT APPROVED PER AJ & APPROVED PLANS &2012 IBC 2012 IRC,2013CB&RC. -------------- --------- -- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 PLAN CHECK, PATIO COVER 94.38 Fee summary Charged Paid Credited ---------------------------------------- Due ----------------- Permit Fee Total 95.81 .00 .00 95.81 Plan Check Total .00 .00 .00 .00 Other Fee Total 95.38 .00. .00 95.38 Grand Total 191.19 .00 .00 191.19 LQPERMIT Bin # Qty of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: Owner's Name: A. P. Number: Address:s� jr Legal Description: City, ST, Zip: (,L,kL Contractor: t� Telephone: Address:t °J3 S Project Description: City, ST, Zip: (i lUl� c� (i(�-146 JU4, Telephone: Tele P 7U,9s o 3 / �1 ............................................:........:. State Lic. # : �j �a 3 CityLie. #; Arch., Engr., Designer: Address: .City., ST, Zip: Telephone: State Lic. #: Name of Contact Person: �� Construction n T e• Occupancy: type: P� Y: Pr oJect hPa (circle one): New Add'n Alter Repairai r Demo Sq. Ft.: '(9--20 # Stories: # Units: Telephone #,of Contact Person: 0 L4 13� Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING P RM1T FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Bal-nce Title 24 Calcs. Plans picked up Construction 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.L H.O.A. Approval Plans resubmitted Grading IN IiOUSE:- '"' Review, ready for. corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees . P t � . {i ' I ..;TOM CAMPBELL& ASSOCIATES, INC.' Commercial and Residential Structural Engineering }_ r 5331 Galloway Street, Alta Loma; CA 9170141 y (951) 741-2107 • _ Januaryis, 2014' Building Official'- Local fficial` Local Authority Having Jurisdiction r RE: Duralum Products;..16C Patio Cover`System Design Parameters *' ' This letter affirms that the Duralum Products, Inc. patio cover system shown in the - attached plans, dated 11/15/13, containing my professional engineers stamp and signature,' comply with the roof live, snow, wind and seismic loading. requirements cited in., the 2012 International Building Code, 2012 International Residential Code; 2013 s California. Building Code, 2013 California`Residential Code, ASCE/SEI 7-110 (Minimum ' Design Loads for Buildings and Other Structures) and the 2010 Aluminum Design , ` Manual, ADM -1.. Please contact me at'(951).741-2107 or at ticampbell@charter:net should you require , ' additional information. , Sincerely,` : AMY C/ GtNEER , Y, y 7 - To Cam ell'• PE • a r W 037948 * CAMPBELL : '^ _, •Z "T•V• 1- CrV a ' * -. , 1�.'.. 7' • -4 .. � '. ��' a +Y ..- EN - �� - '- •_ a � moo..• ' •' r 14808 a. No. 74 s :.4 F THOMA§ LCAMPBELL AY .. . � r a .. ; P`r ;z 1.00' 0.14' R--,' TYP. 0.04r TYR Li 3" SQ. STEEL BEAM ASTM A653 GRADE 40 , 3.0' MAX. G DBL.2"x6.5"x0.032' ALUM. ALLOY 3004 H36 OR EQUAL BEAM TYPES 7 0.042 TYR F•�-3.0'—+i H 3"x8"x0.042' BEAM ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 W/ 14 GA. STL. INSERT OR EQUAL�ASTMGRADE 50 FOOTNOTE: "SAMPLE" FIGURE INDICATES —a EXPOSURE B FIGURE INDICATES EXPOSURE C WHERE ONLY ONE FIGURE SHOWN INDICATES 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 AND DEPTH OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED COVERS sers1de111Documerds\DURALUMVAPMO 019519-12-13UAPMO PATO COVER 11-15-13 2.dwg, 11292013 1:45:59 AM, 11 x 17 .. Ir--GRAOE50L_..I _ .042 TYR DBL. 3"x8"x0.042" BEAM L W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL ATTACHED & FREESTANDING LATTICE COVERS - 20# LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3" SQ. STEEL BEAM L! r. DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM V ALUM. ALLOY 3004-H36 H ALUM. ALLOY 3004-H36 ATTACHED SOLID FREESTANDING SOLID ASTM A653 GRADE 40 OR EQUAL OR EQUAL N MAXPOST FTG. MIN. MAX.POST FTG. MIN. ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MIN. MAX.POST FrG MIN. MAX.POST FTG. SPACING MIN. SAC NG POST SPAC NG POST FTG. POST MIN. SPACING SPAC NG FTG. MIN. SPACING (SPAN) (IN') MAXCOL. ~ m p — 2 POST 3w(IN) TYPE r B FOR POST TYPE SPACING (SPAN) (IN.) POST TYPE (SPAN) (IN.) POST TYPE 5 032 FOR 8" (IN.) POST 8" (IN.) TYPEFOR S FOR3,x8* POSTSPA TYPE m 3 ON SCINGLAB * Fa' a' 2x8 xD0 BEAM X a' 13'-7- " 5 6'-6" 15 B 6'-6" 25 F 11'-0" 11'-4" B 13'-7-5 G..5 6'-6" 15 B 6'-6" 25 F 11'-0" 11'-4" B 19 11'-0" 11'x" 29 G 5 , 21 11'-0" 11' 4" 29 6* -0^ 15 o 6'-6" 25 11'-4" 11'-0" 11'-4" 6'-1' 15 21 11'-0" 11'-4" 30 H 10'-1" 10'-6" �+ 11'x" 6' 6'-1" 15 B 6'-1" 25 F 10'-1" 10'-0" C 19 10'-1" 10'-6" 28 G 6, r 22 10'-1" 10'-6" 29 6'-1" 15 n. W F 6'-1" 25 9'-8" 10'-1" 10'-6" 5'-9" 16 21 10'-1" 10'-0' 30 5'-9' 26 F 14" 9'-0' r 9,$w 7, 5'-9" 16 B 5'-9w 226 F •�•9.�w 9, w C 222 9.�w 9, w 229 G 7' 22 9'-4" 9'-0" 30 5,-9" 6 LL 5'-9" 8,-6w 9'-0" 5'-7" 16 9'-4" 9'-0" 5'-7w G 8'-9w 8' " C 8'-6- 8, 5'-7' 16 B 5'-7w 227 �"' 8'-9" 8' " C 222 8'-9w 8' " 229 G 8' 8'-9" 8'-0" 30 5'-T 6 5'-T 7'-7" 8,-9" 8'-0" 5'-4' 17 8'-0" 5'�" G 8'-3". 7'-1" J 7-7 w 9 5'-4" 17 B 5'-4" 27 H 8'-3". 7'-1" C 21 8'-3' 7'-1" 29 G 9 J 23 8'-3" T-1" 31 5'-4 17 5'-4" 27 8'-3" T-1" 10' 23 8'-3" T-1" 29 B 5'-2" G 7'-10" 6'-4' 6'-9" 10' S'-2" 17 B 5'-2" 28 H 7'-19----w 6'-4' C 21 7'-1 " 6'-4" 29 G 10' O 24 7'-10" 6' 4" 31 w 5'-2 17 5'-2" 28 N 7-10 6'-4" 11 23 7'-10" 6'-4" 29 B 5'-0" 28 G N 6'-2" 11' S'-0" 1 B 5'-0" 229 H 7'-6"7.-6" 5,-15'-10" E 223 7'-6"7'-6" 5'-15'-10" 229 G 11' 7'-6' 5'-10" 24 7'-6" 5'-10" 31 5'-0" 17 -11 5'-0" [4�t_ 12' 4'-10" 18 B 4'-10" 29 G T-2" 5'-4' 5'-8" 12' 4'-14'-10" 188 B 14'-10" 229 H 7'-2"7.-2' S'-4" E 223 7,-2"7'-2" 5'-4" 229 G 1 12' 7'-2" 5'�" 24 7'-2' S'-4" 32 5'-4" 5'-4" } ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } N MAXPOST FTG. MIN. MAX.POST FTG. MIN. SP POST SPACING FTG. MIN. MAX POST MAX.POST SPACING SPACING_ FTG MIN. MAX.COL. =10 _ D p m = SPACING 00 3 F SPACING (SPAN) (IN') POST TYPE SPACING POST (SPAN) (IN.) TYPE 5 0 0 FORS (IN.) POST 3w(IN) TYPE r B FOR POST TYPE — cr ON SLAB * rx8 4.037 a' 13'-7- " 5 6'-6" 15 B 6'-6" 25 F 11'-0" 11'-4" B 19 11'-0" 11'-4" 29 G..5 , 6'-6" 15 6'-6" 27 11'-0" 11'-4" 21 11'-0" 11' 4" 29 o 11'-4" 6' 6'-1' 15 B 6'-1" 25 F 10'-1" 10'-6" �+ 20 10'-1" 10'-6" 29 �+ 6, UJ a o' w Z i N,E 6'-1" 15 6'-1' 26 10'-1" 10 -0" 22 10'-1" 10'-6" 29 n. W F �� 9'-8" 7' 5'-9" 16 B 5'-9' 26 F 14" 9'-0' C 20 '-4" 9'-0' 30 G 7, 5 < ¢ W 5'-9" 16 5'-9" 27 G 9'-4" 9'-0" 22 9'-4" 9'-0" 30 LL 8,-6w $, 5'-7" 16 B 5'-7w G 8'-9w 8' " C 223 8'-9w 3 G 8' 5,-7" 6 5'-Tr27 8'-9" 8'-0" 8'-9" 8'-0" 30 _J 7'-7" 9' 5'-4' 17 B 5'�" G 8'-3". 7'-1" C 21 8'-3'. T-1" 31 G , 9 J 5'-4" 17 5'-4" 8'-3" T-1" 23 8'-3" T-1" 31 e 6'-9" 10' 17 B 5'-2" G 7'-10" 6'-4' C 2 T-1 6'�" 31 G 10' 8 '"17 5'-2" T_10" 6'-4" 24 7'-10" 6' 4" 31 m N 6'-2" 11 5'-0" 17 B 5'-0" 28 G T-6' S'-10' E 22 7'-6" 5'-10" 31 G T. - 5'-0" 17 5'-0" 30 H 7'-6' 5'-10" 24 7'-6" 5'-10" 31 -11 d 12' 4'-10" 18 B 4'-10" 29 G T-2" 5'-4' E 22 7'-2^ 5'-4" 32 G 12' < z L 4'-10" 18 4'-10" 31 H 7'-2" 5'�" 24 7'-2' S'-4" 32 uJ0� ~_ ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID o 0.z or MAX.POST FTG SPACING MIN. MAX.POST MIN. FTG MAXPOST MAX.POST SPACING SPACING FTG• MIN. MAX POST MAXPOST SPACING SPACING FIG. MIN. MAX.COL. Da ~ D o U a O < = ING(IN') -SPAON (SPAN) TYPE ($PAN) (I"') POST TYPE " 0 ' FOR3W (IN.) FORDBL. FORS ' (IN.) TYPE POST TYPE e 3 a p SLAB * 2FOR xDBL 2 )-- n' 13'-7-5 , 6'-6" 15 B 6'-6" 26 F 11'-0" 11'-4" B 20 11'-0" 11'-4' 30 H 5' 6�-0^ 15 6'-6" 28 G 11'-0' 11'-4" 22 11'-0" 11'-4" 30 11'x" 6� 6'-1" 15 B 6'-1" 26 F 10'-1" 10'-8" C' 21 10'-1" 10'-0" 31 H 6 W „ M 6'-1" 15 6'-1' 27 G 10'-1" 10'-6" 23 10'-1" 10'-6" 31 w i '-9" '-4" '-4" } r 9'-8" 7' 16 B 5'-9' 27 F 9'-0' 22 9'-0" 31m 7' Z 0 a 5'-9" 16 5'-9" 28 G W-4- 9'-0" 23 9'-4" 9'-0" 31 3 w "' 8'-6" $' '-7" 16 [6-44" B 5'-T 28 G 8'-9" 8'-0' C 22 8'-9" 8'-0' 32 8 ' 0 a co mf oomo• 5'-T 16 5%-r 29 8'-9' 8'-0" 24 8'-9" 8'-0' 32 J -7 " 95'4^ 17 B 5'-4" 28 G 8'-3". 7'-1" E 23 8'-3". 7'-1" 33 J 9' J7 17 5'-4" 30 H 8'-3" 7'-1" 24 8'-3" T-1" 33 8 6'-9" 10' 5'-2" 17 B 5'-2^ 29 G T-10" 6'4" E 23 7'-1 ' 6'-4" 33 J 10 o C5'-2" 17 5'-2" 31 H T-10" 6'-4" 25 7'-10" 6'-4" 33 ', N 6'-2" 11[4]: 5'-0" 17 B 5'-0" 30 H T-6" 5'-10" E 23 7'-6" 5'-10' 33 5'-0" 17 5'-0^ 32 I 7'-6" 5'-10" 25 7'-6" 5'-10" 33 = 5'-8" 12' -144-10^ 18 C -1 3 H 4'-10._, T-2'7-2" 5'-4.5'-4" E 225 7'-2'7._,^ 5'-4" �a 8 Q.-10^ 33 3 &-4" Jsers\delRDocumems\DURALUMWMO 0195\412.13UAPMO PATIO COVER 11-1573 2.dwg, 11/28/20131:43:14 AM, 11 x 17 ATTACHED & FREESTANDING LATTICE COVERS - 10# LIVE LOAD - 110, 120,130 MPH - EXP. B & C 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM / 14 GA. STL. INSERT �,�1 W1 DBL. 14 GA. STL. INSERT I ALUM. ALLOY 3004-H3 OR EQUAL `� ASTM GRADE 50 n ALUM. ALLOY 3004-H3 OR EQUAL Z_ ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOUD } U � o w N MAX.COL. SPACINGco 7 ~O p — 'Lou n MAX.POST FTG S G MIN. PTIO'PE MAX.POST FTG. MIN. SPACING POST MAX.POST FTG SPACING MIN. POST MAX.POST FTG MIN. SPACING POST MAX.POST FTG. SPACING MIN. MAX.POST FTG. MIN. ON SLAB * r (IN.) SPAN ( (IN) (SPAN) TYPE (IN) (SPAN) TYPE (SPAN) (IN.) TYPE (IN•) (SPAN) POST TYPE SPACING (IN.) (SPAN) POST TYPE m 3 m ^ F O � Q Ll 13'-7" 5' : 19'-3" 1� 21CPO. 19'-3" 31 H 18'-4" 21 C 18'-4" 31 H 25'-1 23 25'-1 " 34 a 419�'ii2�17 9'-3" 33 J 18'x" 21 18'x" 33 J 5'-10" 23 E 25'-10" 36 J51N O 11-4 " 6 17'-7" 22 17'-7" 31 H 16'-9" 21 C 16'-9" 30 H 23'-8" 2 23'-8" 33 ui W o r X17` `�� 7.7" 33 J 16'-9" 21 16'-9" 32 I 23'-8" 24 E 23'-8" 35 J 6' a 22 T 9'-8" 7' 16'-3" C 16'-3' 30 H 15'-T 22 C 15'-7" 30 H 22'-0^ 24 33 co 16'-3" 22 6'-3" 32 I 15'-T 22 15'-T 32 35 J 7 a 8'-6" $' 15'-3" 23 E 15'-3" 31 H 14'-T 22 E 14'-T 31 H 20'-7" 25 E 34 `- ~Ir 15'-3" 23 5'-3" 31 14'- 31 20'-T 25 34 P-7 J $� J 7'_7" 9' 14'-4"14'-4" 223 E 14' 32 332 13' -Lu 9:3' 223 E 13'-9"3'-9" 331 �,.I 19-3---,9'-4" 225 E 34 J 9" J g, 6'-9" 101 !123'-8" '-8" 224 E 13'-8'3�$" 332 I 13'-113,-1" 223 E 13'-1;3,-1" 332 18'-48'-4" 226 E 118'-4- 335 J 10' 13'-1" 24 E3'-1" 13'-1" 32 12'-6" 24 E 12'-0" 32 17'-7" 26 E 17'-T3511 F6- 13'-1" 24 32J 12'-6" 24 12-6" 32 17'-7" 26 17'-7" 35 12' 6" 24 E 12' 6" 33 12'-0" "24 E 12' " 32 16'-9" 27 E 16'-9" 35 u.12 12'-6" 24 2'-6" 33 `� 12'-0" 12'-0" 32 `� 16'-9" 27 16'-9" 35 J 12' o r na o� 0 " J 0 a ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID } Z MAX.POST FTG SPACING MIN. POST MAX.POST FTG MIN. SPACING POST MAX.POST FfG. SPACING MIN. MAX.POST FTG MIN. SPACING ' MAX.POST FTG ' MIN. MAX.POST FTG . MIN. MAX.COL. o 3 � p a 2 SPACING ON SLAB * (D f (IN) (SPAN) TYPE (IN) (SPAN) TYPE (IN) (SPAN) POST TYPE (IN POST (SPAN) ) TYPE SPACING (SPAN) (IN') POST TYPE SPACING (SPAN) (IN') POST TYPE m' L L. " 13'-7- , 5 19'-3" 21 C 19'-3" 33 J 18'-4" 21 C 18'x' 33 J 25'-1 23 E 25'-1 " 36 J 8'-10" 21 9'-3" 35 18'-4" 21 18'-4" 35 5'-10" 23 25'-10" 38 K 5' O 11'-4" 6' 17'-7" 22 C 17'-T 32 I 16'-9" 21 C 16'-9" 32 I 23'$' 24 E 23'-8" 35 > o Z 9 CNII 17'-3" 21 7'-7" 34 J 16'-9" 21 16'-9" 34 J 23'-8" 24 23'-8" 37 J 6' Wui r 9,_8" 7, 22 E 16'-3" 32 I 15'-7" 22 C 15'-7" 31 H 22'..0" 24 22'-0" 34 "K W W 16'-0" 22 6'-3" 34 J 15'-T 22 15'-7' 33 J 22'-0" 24 E 22'-0" 36 J T s a LL m 8,_6" $, 15'- 3" 223 E 15'- 5,-3" 333 H 14, E 14'- 333 H 20' 225 20'-T0�-7" 346 J 14'- 22 4.-7 J 0'-T E J 8, J 7'-7" 9' '4'-4" 23 E 14'-4" 32 1 13'-9" 23 E 13'-9" 31 H 19'-4" 25 19'-4" 34 , e J 14'-1" 23 4'-4" 33 J 13'-9" 23 13'-9" 32 I 19'-4" 25 E 19'-4" 35 J 9 6'-9" 10' IT -8" ' 223 E 13'-8"3 332 13'-1" 23 E 13'-1" 32 I 18'-4" 26 E 18'-4" 35 O 4" 8^ 13'-1" 23 13'-1" 32 18'�l" 26 18'-4" 35 J 10' m r 6'-2" 11' 13'-1" 24 E 13'-1" 32 12'-6" 24 E 12'-6" 32 1T -T 26 E 17'-7" 35 �@ 12'-9" 24 3'-1" 32 `� 12'-6" 24 12'-6" 32 1T -T 26 17'-7" 35 J 11 o a 12'-6" " 24 E 12'-6" " 33 J 12'-0" 24 E 12'-0" 32 J 16'-9" 27 E 16'-9" 35 u az Wo, 12'-3 2q 2'-6 33 12'-0" 24 12'-0 32 " 16'-9" 27 16'-9' 35 J 12 �, v�jaQ '!x y 0 a a = ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID a: > u, M MAX.COL. DO j o o O a e MAX.POST FfG SPACING MIN. POST MAX.POST FIG.MIN. SPACING MAX POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST Fr. MIN. MAX.POST FfG MIN. 2 SPACING ON SLAB;k F- (IN) (SPAN) TYPE (IN (SPAN) POST TYPE SPACING (IN) (SPAN) POST TYPE SPACING (IN) POST (SPAN) TYPE SPACING (IN) POST SPACING IN ' ( ) POST m 3 F m a 0 fO L1_ (SPAN) TYPE (SPAN) TYPE co a o m 13'-7" 5, 19'- 19'-3" 221 C 19'-3"9.-3" 337 J 18' 221 (; 18' 4"8'-4" 333 25,25'•10" 223 E 2525'w10" 340 18'x" •1 `, 5', M11'-4" 6, 17'- � 222 Ci 1- --17,-7" 336 16�-9"6'-9" 221 L' 23' 16'-9"6'-g" 332 224 23'- 339 T-7" .� a, 23'-8" E 2"3'-8" J 6' ? N W r 9,_8" 7, 16'-3" - " 22 G. 16'-3" 33 J 15'-T 22 G. 15'-7" 30 J 22'-0" 24 22'-0" 36 .. r Z 16'-3 22 6'-3" 35 15'-T 22 15'-7" 32 22'-0" 24 E 22'-0" 38 J 7' z - w �W � 8'-6" $' 15'-3" 23 E 15'-3" 33 J 14'-T 22 E 14'-T 31 1 20'-T 25 35 JV' a cai W 15'-3" 23 15'-3" 35 14'-7 22 14'- 31 J 20'-7" 25 E20'-7" 38 J 8, o o m J 7'-7" 9' 14'-4" " 23 14'-4" 32 I 13'-9" 23 E 13'-9" 31 I 19'x" 25 [20'-7 9'x" 353E 4'-4" 34 J �- " 13 9 23 " 13'-9 31 J " 19-4 25 E 19'-4" 37 J9 6 -9 " 13'-8" 10 24 E 13'-8" 32 I 13'-1" 23 13'-0 E 1" 32 I 18'x' 26 8'-4" 35 C 13'-8" 24 3'-8" 34 J 13'-1" 23 13'-1" 32 J 18'-4" 26 E 18'-4" 37 J 10 .o co r 6'-2" 11 ' 13'- Z4 E 13'-1 "3.-1" 333 J 12'-0"2,-6" 224 E 12' 612-0" 332 1 17�-1 T 226 17'- 336 < W 3'-1" J -T E 7,-T .� 11' 5'-8" 12' 12'-6 2 224 E 12'-6 2,-6" 333 J 12'-012�-0" 224 E112'-0:,-2'-0" 332 J 16'-9 6'-9" 227 E 16'-9"6,-9" 336 v� -6" J 12' SPLICE WHERE KxURS- 0.075 TYP. A MAG BEAM ALUM. ALLOY 6063-T6 SPLICE WHERE OCCURS — U.110' TYR BEAM -TYPES 10, 20, 25, 30, 40 & 50 # L.L. ALUM. ALLOY 606}76 7 F 7"1 -BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C' INSERT ALUM. ALLOY 6063-T6 H W/ 2 "C"., INSERTS ALUM. ALLOY ;,.6063-T6 B 6.5" ROLLFORM ALUM. ALLOY 6063-T6 SPLK WHEF OCCUF o.c r C 4" I -BEAM ALUM. ALLOY 6063-T6 o.o3r 6.s TYP. I -2.0'-�- 0.m i I DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL EXT. CLIP SPLICE WHERE OCCURS o.06' .. TYP. D 45" MAG GUTTER ALUM. ALLOY 6063=76 8.0• 0.042" TYP. �F ttFULIAL= . 14 GA.."-.' ASTM GRADE 50 os2s' —I 1.00' Imo 0.14'R % YP. 3.0 018' ODW TYR ' E 3" SQ. STEEL BEAM ASTM A653 ©RADE 40 DBL. 3. x0.042" BEAM .. K ALUM. ALLOY 3004-H36 OR EQUAL /—T -120R 10 GA. ASTM GRADE 50 .oar TYP. Isers\deIRDocuments\DURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-131.dwg,11/27/2013 10:3423 PM. 11 x 17 ATTACHED & - i2.875MAX 10# LIVE LOAD -110,120,130 MPH - EXP. B & C 3"x8"x0.042"`BEAM DBL. 3"x8"x0.042" BEAM h ALUM. ALLOY m W/ 14 GA. STL:.INSERT L ASTM GRADE 50 - W/ DBL. 14 GA. STL. INSERT N ALUM. ALLOY 3004-H36 z z z o W N OR EQUAL } I>: ATTACHED SOLID 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM o_ W/ 12 GA. STL.; INSERT' M ASTM GRADE 50 W/ DBL. 12 GA. STL. INSERT 0 ALUM. ALLOY 3004-H36 OR EQUAL MAX.COL. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF i) • FOOTNOTE: "SAMPLE' MAX.POST FTG. EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. -- �`' ��.FIGURE INDICATES F = WHERE SLAB OCCURS, CUBED FOOTING SIZE i THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL:, EXPOSURE B POST (SPAN) (IN.) POST MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING :SHOWN IN i'' ON SCLAB * FIGURE INDICATES (SPANING SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN ;, EXPOSURE C a SHT. 10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. Isers\deIRDocuments\DURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-131.dwg,11/27/2013 10:3423 PM. 11 x 17 ATTACHED & FREESTANDING SOLID COVERS 10# LIVE LOAD -110,120,130 MPH - EXP. B & C 6.5" ROLLFORM -Z Z h ALUM. ALLOY m 6063-T6 z z z o W N } I>: ATTACHED SOLID FREESTANDING SOLID > o_ o MAX.COL. MAX.POST FrG MIN. MAX.POST FTG. MIN.SPA F = (IN.) POST (SPAN) (IN.) POST ON SCLAB * R (SPANING TYPE a O a CL < � o Qd 13'-7" 5' 11'-8" 18 20 B 11'-8" 27 G+ 51 11'-8" 11'-2• 29 a re oz 11'-4" 6' 10'-8" 18 B 10'-8" 27 G 6' J m 1 r 10'-8' 21 10'-3' 28 IL „ 9 -8 7 9'-10" 19 B 9'-10" 27 G T r d o 0 0 m 9'-10• 21 9'-6" 28 K7 8'-60 8' 9'-3" 19 B 9'-3' 27 " �7 81 9'-3" 22 8'- 27 W -r 0 7'-7n 9' 8'-9" 0 B 8'-9" 28 G 9• J 8'-9' 22 8'-6" 27 6-9- , 10 8'-4" 20 ' B 8'-4" 28 G , 10 C 8-4" 22 8'-0" 28 r 6'-2" 11, 8'-0" 20 B 8'-0• 28 G r 11 x 8'-0" 23 7'-8" 29 a „ 50-8" 12 T_7' 21 C 7'-T 29 G 7'-7" 23 29 H 12 as 0 p O 0� ui ? P4 } ATTACHED SOLID FREESTANDING SOLID } MAX.POST FTG MIN. MAX.POST FrG MIN. MAX.COL. 5 _o _o z = SPACING (IN -) OST T SPACING (') PE I" 3 ON SLAB * (SPAN) YPE (SPAN) TY a 13'-7".5 r 11'-8" 19 B 11'-8" 29 G , 5 11'-0' 21 10'-9" 30 H �11'-4" 6• 10'-8" � 19 B 10'$" 28 G 6 K.6zco o —o n 8 N 10 6' 22 9'-10" 30 5 9'-8" 7' 9'-10" 20 B 9'-10' 28 G 7 TOM r k W W ' 8" 22 9' -8 - 9'-2" 29 a =to 8'-6" $' 9'-3" 20 B 9'-3" 27 G. 8, 9'-1" 23 8'-7' 29 —� 1 „ 7'-7- • 9 1 8'-9" 21 B 8'-9" 28 G 1 9 J 8'-7" 8'-1" 29 E ' - 6'-9" 1 01 8'-4" 21 B 8'-4" 28 G 1 Or m E 8'-2" 24 T-8" 30 m O r co U U_ 6'-2" 111 8'-0' 21 B 8'-0" 29 G 1 _ Z_-9" 24 -- 7_'=4." . 30. _ . w H o..- . a z „ 5@-8- 12 7'-T H24 C 7' -T 29 G 12 7'-6" 7'-1" 31 H tj 5:4 }�0' p l ATTACHED SOLID FREESTANDING SOLID MAX.COL. x 5 o MAX POST FTG MIN. MAX.POST FTG MIN.SPA = r ( PANG (I"') POST TYPE SPACING. POST (SPAN) (IN') TYPE m 0: 3 a o m m ON SCLAB * a 13'-7" 5' 11'-8" 20 B 11'-4' 30 H 5, 11'-0" 22 10'-3" 31 I 11'-4" 6, 10'-8" 20 B 10'-6° 30 G 6 W „ z cv) 10'-1" 23 9'-6" 31 H W a z ,_ „ 9 8 7 9'-10" 21 B 9'-8' 29 G 7' r >-!z $ in Lo 9•-4• 23 8'-9' 30 H z_ w i lii m —$'�'_ _ 8' 9'-3" 21 B g'-.1' 29 G ' 8.. aui ooTn� 8'-9" 24 8'-2" 30 7'-7" 9' 8'-9" 22 B 8'-T 28 G , 9 J 8'-3" 24 T-9" 30 H Ln -9 „ 10 8'-4" 22 B 8'-2" 29 G 10 LL ,� O C6' 7'-10" 25 T-4' 31 H 0 m r a w 6 -2 11 8'-0" 23 B T-9" 30 H 11 7•-0• 25 C T-1" 32 1 w x m 12' 7'-7" 23 C 71-61_,,_o" 3�� H 12' 7'_7 7R " I users1delADocuments\DURALUMVAPMO FBEAM7OPOST &LATTICE TUBE TG-RAFTER-CONN`E-CT1_-O_ N=DETAILS---Z SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO, POST DETAILS 13 0 SIMPLE SPLICE FULL MOMENT z 9" 24' OPTIONAL DECORATNE FASCIA i 3' 1' 1 3' 1' 1' 8' ( WOOD, ALUM. OR HARDBORO) o L ? W N (2)/10 S.M.S.@ EA. dj VALLEY, TYP. #10 S.M.S. (12) - #14 x 12' S-M.S. EACH SIDE OF 3' F II 24 TOT12 S ALTERNA!I SO. POSTTE 1/4'0 iT W/ WASHER U > (B TOT. TYP. THICKNESS = .035 ( TYP. THICKNESS =.035" o ^ 638- i1 _ -_ EA. SIDE OF W SQ. POST Otn H U + II + + ++ + + II + + ++ w -- < Z II __- II p � w � ALUM. ALLOY 3004-H36 Cla W ALUM. ALLOY 3004-H36 w � OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED ----- I + 1.1x• cc vo O NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I i O ! nALTFR •�' I J z IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTCH I -BEAM FLANGE 3•saPosr °II -BEAM ALUM ALLOY AS NEEDED TO CLEAR xmNOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE SO. POSTCONNECT WEB oSTL. C -BEAM TO POST W/ (2) -518.0 0TOTAL= (8}1/2'0 BOLTS J.THRU-BOLTS @ 4- I-BEAM,SQ. POST AND (3) - 5/8.0 THRU BOLTS x 12' S.M.S. EACH SIDE OF 3' OST (B -TOTAL@ T I -BEAMS NATE 1/4.0 �T W/ WASHER 1.D0- EA. SIDE OF 3" SQ. POST O �j----O O O a s Ij S tGln7ER FASCIA o ago SPLICE WHERE 2.00- OR 3' SQ. POST G BEAM C NOCCURS 4" SQ. STL. BEAM r C nP. ° H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 oZ a§ 0 P4 NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf > o ALUM. ALLOY 3" X S" X .04Z" BEAM, � x 6063-T6 1s• 1. 3" SQ. STEEL OR ROOF LIVE AND SNOW LOADS 4"I -BEAM 3•D- MAG BEAM. MOMENT CSPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. r- 4 - SPLICE WHERE OCCURS ALUM. ALLOY 6063-T6 "L' FASTENERS 1'-0" 1.25" O 4.5" O O O O 6 - #14 SDS 16" 1- 3'4r "L' FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS FASTENER SPACING -=3/4-1 w U y gWa u- w FASTENER TO FASCIA - SEE TABLE 9z 0 FASTENER TO RAFTER TAILS - SEE TABLE IL w 0 v m w OPTIONAL LATTICE TUBESm F z #14 x 1/2- S.M.S. TOP AT OVERHANGQ (6)-#14 SDS @ EA. SIDE a BOTT. (2) -TOT. I TOP & BOTT. TOT.=24 7"I -BEAM 6 1/2'kZ024 2- 1- "L' SEE TABLE LU U v MOMENT CSPUCE "U" BRACKET - RAFTER TO BEAM RAFTER o __ ��>� 12"=S_Q:0R-2"`L`ATTICE--TUBE1 2"x3" LATTICE TUBE P2 �LATTICE-TUBE TO RAFTER 1,6' "U" BRACKET - RAFTER TO BEAM 17 o g Z - - L) CL -' R 2.125' FOR 2 x RAFTEm OLaw ALUM. ALLOY 3105x-125� 1 1/2' SO., 2" SQ., F ALUM. ALLOY 3105-H25 OR 2"x3' LATTICE #8-x 2.SMS, 21/2 @ 3.O.C. MIN. 1 1/2" t = .040" @ 6063-T6 1.50" 1.50' OR 3 1/2-, TYP. UP TO 6"O.C. MAX. i o A G W N L 28 2^ 2A 28" 3" 2" — — — — — m - z C Z�WEa (6) - #14x %" TEK SCREWS 3 Iii , 018" (iiia^ BRACKET TO RAFTER 1/2'MIN. � o of C -�V RAFTER 110 O �r O I LL o (6) - #14X%e-TEWSCREWS •750' a . ,., BRACKET TO BEAM�'�� _ vt 019519-12-13UAPMO PATIO COVER 11-15-131.dW9, 1 1/27/201 3 1 0:31:37 PM, 11 x 17 ' 0 ROOF PANEL 0 0 � � FASTENER 61/2' E 4 ,o E 0 o GROUP Y ROLLFORMED OR 0 0 m m z EXTRUDED GLITTER 3"X 3" ALUM. OR #14 S.M.S. @12T-O.C. ALUM. BRACKET X O Z a STEEL POST FASCIA a ? tu a 7"I -BEAM 6 1/2'kZ024 2- 1- "L' SEE TABLE LU U v MOMENT CSPUCE "U" BRACKET - RAFTER TO BEAM RAFTER o __ ��>� 12"=S_Q:0R-2"`L`ATTICE--TUBE1 2"x3" LATTICE TUBE P2 �LATTICE-TUBE TO RAFTER 1,6' "U" BRACKET - RAFTER TO BEAM 17 o g Z - - L) CL -' R 2.125' FOR 2 x RAFTEm OLaw ALUM. ALLOY 3105x-125� 1 1/2' SO., 2" SQ., F ALUM. ALLOY 3105-H25 OR 2"x3' LATTICE #8-x 2.SMS, 21/2 @ 3.O.C. MIN. 1 1/2" t = .040" @ 6063-T6 1.50" 1.50' OR 3 1/2-, TYP. UP TO 6"O.C. MAX. i o A G W N L 28 2^ 2A 28" 3" 2" — — — — — m - z C Z�WEa (6) - #14x %" TEK SCREWS 3 Iii , 018" (iiia^ BRACKET TO RAFTER 1/2'MIN. � o of C -�V RAFTER 110 O �r O I LL o (6) - #14X%e-TEWSCREWS •750' a . ,., BRACKET TO BEAM�'�� _ vt 019519-12-13UAPMO PATIO COVER 11-15-131.dW9, 1 1/27/201 3 1 0:31:37 PM, 11 x 17 LATERAL FORCE RESISTING :SYSTEM _ LFRS FOR ATTACHED COVERS F 2"X6.5"X0.032" SIDE PLATES 110 MPH t - W EXP: C 1 w EXP. B - (E) STRUCTURE " z ? w N 2 2- 2 3 3 W 6' 2 0co • 3 to J 4 Q O 3 3.: adz 3 AS AN ALTERNATE FOR ATTACHED COVERS, THE INSULATEDROLL-FORMED OR ROOF PANEL W o a w � ' LATERAL BRACING SYSTEM (LFRS) SHOWN BELOW INTERLOCKING SEAMS, TYP. a o 0 4 MAY BE USED ONLY FOR ATTACHED, SOLID -ROOFED � " 0 f . PROJE ON, P COVERS ' U 4 4 4 4 5 10' w 4, . v 5 COLUMN 1: 3"x3"x0.032' W/ (2) 2"x6.5"x0.042" SIDE PLATES. 11' 4 ,. SEE e AND 4 .5 5 - - U. aLL 4 COLUMN 2: PER SPAN TABLES 5 sersldeNDociunents\DURALUMUAPMO MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS F 2"X6.5"X0.032" SIDE PLATES 110 MPH t . •. EXP: C 1 • r sersldeNDociunents\DURALUMUAPMO MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS m3 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP: C EXP. B EXP. C EXP. B EXP. C 5' 2 2- 2 3 3 3 6' 2 3 3 3 3 4 T 2 3 3.: 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3. 4, 4 5 5 6 11' 4 4 4 .5 5 6 12' 4 5 5 .6 5. 7 13' .4 5 5 6 .6 7 p 3 Ir - 2"X6.5"X0.042"'SIDE-PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6'. 2 2 2 3 2 3 7' 2 2 2 1 3 3 3 81.2 3 3- 3 3 4 9' 2 3 3 4 3 4 10' 4 3 .3 4 4 5 11. -- 3' 3_-__-4-j-4 -- 4 -- - 5-- - 4 4 5 4 5 E'23 3 4 4 5 5. 6 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEF SHEET 7 FOR POST TYPES, 31JAPM0 PATIO COVER 11-1513 2.dwg,11/28/2013 4:1218 AM, 1177- C; x 17 C ROOF PANEL ATTACHMENT N C LENGTH, L u Z GO �Q GO��O , `1 o,-o�y�y�� ? _ - QO ip - z> ;= 8 �W w Q oa LL a^ J U- n14 SDS `,j• I H 5 @8'0.0. , ry #14 SMS ®32.O.C. 4 MIN. PER EACH JOINT E 3' #14 SMS @ 32.O.C. MAX i. (4 MIN. PER PANEL INTERLOCK) cj {L m co V m ul ` ' 0LL-FORMED PANEL ALUMINUM SKINS y p vi w a (2) # 14 SDS @ EACH PANEL:, SOLID FORM CORE a - - ' • 6' FROM PANELEDGE,,,,,,• . ' - TOP 8 BOTT. 0.024' > w �K Ozn: 0 OINSULATED ROOF ROLL -FORMED PANEL - O INTERLOCKING SEAM INSULATED ROOF PANEL INTERLOCKING JOINT a v m a _____tjANGER - - w:2 Zo cluu 11 Z 0 W 3 ui 4.- - - .ppm A 0ncr� o - ut J 'rBRACKET @ 3 -SQ. POST W/ 3'SQ. POST (2)#12 SMS EA. SIDE OF POST OR 1/4" M.B. THROUGH POST (2)-1/4"0 POWERS WEDGE - BOLTS+, OR EQUAL, EACH BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB = 4" OR TO CRACK =10" (1 %" MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION 3 1/2" MIN. 7 EXISTING SLAB ALUM. ALLOY 3.00" OR 6063-T6 —2.40-- 0 0" � 1.375" 0., 75" 1.60" 1.50 .090" TYP INSTALL 1Y" x 1Y2" x YB" HDG WASHER PLATE AT ANCHORS FOR 130 MPH ALUM "T" BRACKET q 7/16"0 HOI FOR 3/8" h ASTM GRADE 36 STEEL INSTALL %* x 1Y2" x Ya' HDG WASHER PLATE AT ANCHORS .157' TYP_ USE FOR 3;7`5R4" STEEL POSTS - - 2- 5/16"0 UsersldelADocuments\DURALUMUAPMO 01 3" SQ. POST SEE NOTES BELOW ALUM.TBRACKET USE WITH POST TYPE B,C,D, OR E. STEELTBRACKET USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. ALUM.TBRACKET: USE (2)-3/8'0 HILTI KWIK BOLTS OR EQUAL STEEL.TBRACKET: USE (2)-XWO HILTI KWIK BOLTS OR EQUAL 2 %'EMBEDMENT DEPTH FOR KWIK BOLTS) POURED CONCRETE FOOTING SEE NOTE FOR SIZE SEE FOOTING SCHEDULEQU IN BEAM SPA�TLE O3" SQ. POSTS TO CONC. FOOTING NOTES: 1. DO NOT USE ALUM.''' BRACKET WITH 3X8 BEAM W/INSERT, MAG BEAM, 4" OR 7' I -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE. 2"XYeX5Y2'AT STEEL 'T"BRACKET. 3. POST TYPE F DO NOT USE STEEL''' BRACKET W!7" I -BEAM, STEEL "T" BRACKET 11-15-131.dwg, 11/27/201310:18:18 PM, 11 x 17 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE DEPTH OF Q m I 110 MPH �1/2 FOOTING OR 130 MPH j EXP. C 112" MIN. EMBD. EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' x9" LONG, 1" �� FROM END• �, ; �; OF POST 4 POURED 3 CONCRETE 3 FOOTING 4 9) SQUARE POST EMI j INTO FOOTING STEEL POST ONLY: USE POS-71YPJE F, G, H.JORKT �IIIII I w C7 m � w t¢- wJZ U) W a m LU N�LU m Z SQUARE, SEE SCHEDULE ft SPAN TAB z, MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS Q m 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8', 3 3 3 4 4 5 _9' 3 4 4 4 4 5 10` 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 13' .4 5 5 6 6_. 7 Q _m 2"X6;5"X0;042"_SIDE PLATE 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 21 2 2 3 2 3 7' 2 2 2 3 3 1 3 8' 2 3 3 3 3 4 9' 2 3 3 4 3 4 10,' 4 3 3 4 4 5 11% 3 3 4 4 4 5 12' 3 4 4 5 4 5 13' 3 4 4 5 5 6 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES 2. SEE SHEET FOR ALTERNATE LATERAL BRACING SYSTEM FOR ATTACHED COVERS. (3)-5/8'0 BOLTS FOR POST TYPE J & K (2)-1/2"0 BOLTS FOR ALL OTHER CONDITIONS T.O.C. A572 STEEL' 3/16" V 3" SQ. POST (STL.) — OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.5/8'THK.- 1 1/2" 16" INSERT Ix 0.188" ASTM A36 STEEL 1 1/2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 7 9" SQ. x 5/8" B. C, D. F, G, H, J, & K FREESTANDING BASE PLATE ANCHOR BASE PLATE I ANCHOR BOLTS (SIZE & TYPE) (4} 3/4"0 HILTI KWIK BOLT TZ STAINLESS 9")(9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) ATTACHED ALTERNATE FTG. ATTACHED ONLY FOOTING & ANCHOR BOLTS CUBE SIZE SO. 1a• DEEP • CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. 18" 18" SQ. 12' BOLTS 20' 21" SQ. 12' 23' & 24' CUBED (2)-12.0 3114' 22" 25' SO. 16' 25"- 30' CUBED (4)-12'0 31/4• 24' 28' SQ. 20' 26' 32"SQ. 23' 31•-34•CUBED (a}s/a•0 4- 28" 35' SQ. 25" 35'- 39' CUBED (4),114'0 4 314' W. 39" SQ. 28' 32' 43" SQ. 30' 40' - 4Y CUBED (4)-114•0 a 3/4• 34• 47" SQ. 32" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL 36' 51' SQ." 36" 55" SQ. 37• 40' 60" SO. 39' 42' 64' SQ. 41' 44' 69" SQ. 43- • CUBE FOOTING W/ 4• SLAB NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED ANGERCHANNELS�ANDO�U:NTIN:GBRACKE-TSS ' HM { a ' #14 SDS - T=.060" TYP.----I =t . @ B• O.C. R - - a . . . 1.50. �. .. u 44WALLFASTENERS - 078 SEE TABLE Lu uj z W S N IF.?,'' SHEETS '.63 vi w r • �' N 4 o WALL FA�.5 25R " 010"x90" .202" g740", SE�,�#14 SMS @ PANEL0 r004" . ._ • , (2) +� ' _ O OCKS OR L #8 SMS " EA CONTACT - yyDIA_ o .563" 281.' ,�AT I -20 _ c�i ri SEOR _-.. ' 'CONTINUOUSA RAIL 3, wAPPROPANEL to O_ -.. ROOF (WHERE OCCURS) woo WALL' PANEL _ a w6 z" ri FASTENERS', ' xSHEET8 SEE TABLE 2 _ •06 • _ _, v (2) #14 SDS , c #14 SMS @ eA_ CONTACT x _ ALUM.ALLOY 2z a z a� 1.75 ALUM.ALLOY }--1 880". @ EACH PANEL, ALUM.ALLOY 16' FROM PANEL - f 6063-T6 _ ALUM. ALLOY - 2 ' J 6063-T6 6063-T6 i? EDGE ' - - . � 6063-T6 f c0i ROLL FORMED' " - �, EXTRUDED �' OC'I R, HA.MrER WALL CONNECTION ' 1O '' "H" BRACKEN --' - IL HANGER L ANGERCHANNELS�ANDO�U:NTIN:GBRACKE-TSS ' HM a ' #14 SDS - T=.060" TYP.----I =t . @ B• O.C. R - - a . . . 1.50. �. .. u 44WALLFASTENERS - 078 SEE TABLE Lu uj z W S N W.f ' SHEETS '.63 vi w ALUM. 3004-H36 ' ' .06mx N 4 o WALL FA�.5 25R " 010"x90" .202" g740", SE�,�#14 SMS @ PANEL0 r004" . ._ • , (2) +� ' _ O OCKS OR L #8 SMS " EA CONTACT - yyDIA_ o .563" 281.' ,�AT I -20 _ c�i ri SEOR _-.. ' 'CONTINUOUSA RAIL 3, wAPPROPANEL to O_ -.. ROOF (WHERE OCCURS) woo WALL' PANEL _ a w6 z" ri FASTENERS', ' xSHEET8 SEE TABLE 2 _ •06 • _ _, v (2) #14 SDS , c #14 SMS @ eA_ CONTACT x _ ALUM.ALLOY 2z a z a� 1.75 ALUM.ALLOY }--1 880". @ EACH PANEL, ALUM.ALLOY 16' FROM PANEL - f 6063-T6 _ ALUM. ALLOY - 2 ' J 6063-T6 6063-T6 i? EDGE ' - - . � 6063-T6 f c0i ROLL FORMED' " - �, EXTRUDED �' OC'I R, HA.MrER WALL CONNECTION ' 1O '' "H" BRACKEN --' - IL HANGER L HANGER � - =(2*14 SMS EA SIDE a a . � o - • 1 1/2" f= 20#/30#L.L.=(2)#14 SMS EA. SIDE f '•• a - BEAM SPLICE TO' "'OCCUR o a U -BRACKET"• DIRECTLY OVER 5/8"0 PLASTIC I N (4) %"0 LAG SCREWS' ' } POST. NOT PERMITTED PLUG WHERE #14 SDS, _ _ _ _ -- 3/4" OR 1 1/2" r - @ 6 SCREWS Ir @ 2 -POST UNITS , ' SCREW IS INSIDE Z .. '3 PER SIDE _ 1 ., . . t PER SIDE I 5" #14 SMS MAY '. o ° J 1 2 x _ _• y BE USE AS J a J Q 1• '. I 5" MIN. 3 x 8 ALUM. - . 3.5' 3.5• ' ALTERNATE TO z x 1 1 _ RAFTER T , 1/4"0 BOLTS - ---- 3/4'OR11/2"i --- "_ "'• 8"BEAM - ❑ ❑ 3, EXISTING WOOD STUD -FRAMING SEE NOTES . • a i o = z a I BELOW I I 6 1/2' SIDEPLATE EA. • o a w w EACH'1/4'0 " J. ' SIDE SEE POST SCHED_ ,•o `- ` < w °' LL m 2 x 3-1/2' LAG SCREWS L.L� 10-psf . .. _ , #14 SMS EA. SIDE 3"x8" ALUM. 3"x8" ALUM. , 2 EACH 7/16"0 x 3-1/2• LAG SCREWS LL. 20 AND 30 psf TOP, MID HEIGHT 'AND ` 3"SQ. POST BETWEEN SIDE PLATES RAFTER HEADER (2" MIN. PENETRATION INTO EXISTINGy_-.-. BOTTOM. • , BRACKET WOOD STUD) ': - • : y • �• 'BEAM TO POST,CONNECTION. 21 • NOTE: USE LEDGER WHERE RAFTER SPACING ' E NOTE: LENGTH OF LAG SCREW SHALL PROVIDE EXCEEDS EXISTING STUD SPACING. :.-:-8 ,, - ` 14, '" ' SCHEDULE > N THREADED PORTION OF SHANK. COMPLETE ..r SEE FOR ATTACHMENT ' : e •----'.POST .. s '" 1' , `s r • - °� m PENETRATION INTO EXISTING CORNER STUD.. t 14 �, • • .- 3" SQ. x .032" + (2}2" x 61/2" x 0.032" 3". SQ. x .032" + (2}2" x 61/2" x_ 0.042". W/ 6 14 S.M.S. EACH SIDE - wi 8 14 S MS EACH S DE - 1 6 R T AL'L.CONN�CTION 3 USE ON CONIC. SLAB ONLY SLAB OR a W HEADER 2 ,= , .RAFTER USE ON CONIC. FOOTING. N . n J -. • L` "!�+ 1 •..' a.�* � - t �- n; .. • •r °- �_, ac: K � s- „- :a �' 7w`. -�' • '�•. Y � r a e le, QQ } dl CO �'t{. c' "t: . ! - "^�4 .F - 1.1/2' OR 2 LATTICE ' - + " .)`.� E;` - #8 S.M.S. ..^"' r'#8 S.M.S'. EACH SIDE • f'r - - w= w ia _ `. ALTERNATE 1/2' _ DOUBLE RAFTER- : ! - • j LATTICE1, BOLT CONNECTION PLAN 2 ' 'r r EXISTING f ' 'SHEATHING 4 ^4 2'x6Yz'sc0.024•~ " DBL.3"X8'X.042BEAM o O z U D a a ALTERNATE: , ,.n t ALUMINUM MEMBER WITH * `` A OR DBL. 2"X6.5')(_032' BEAM p - r 44114 S.M.S. EACH ; , Mr. T f . r WOOD FILL OR y a 2'x6' NOMINAL LEDGER F m io a 00 m • RAFTER TO COL a + , 's (NEW OR EXISTING) - o CONNECT. (8 TOT.) . 2"x6.5' OR 3"x8" RAFTER .'� F i y -' r I . •ALTERNATE:1/2'BOLT w �+• o o o - o _ - 1• - - -- - - - : .41 - i 1 - v - ,Y _ T - '' •_T f ' '� wee as o e ALTERNATE: ;� (2) SIMPSON SDS256W . ' i r , O in - (2} #14 S.M.S. EACH RAFTER r F r i y ' z W ,a _ 1 r TO COLUMN CONNECTION '.: c • " I z 5/8"0 ACCESS HOLES w {4 TOTAL) =t -- F ± ' ► wi " - -- — r INSTALL 6=.#14 X _;. o �.m a: o 3'x 3'STL.POST (247 + ALTERNATE: F s, .i ' INSERT ATTACHED OR (2}2x6.5' OR - ALTERNATE: ? '- T a `i' ` ; , r -, • - + . '� ` - r 3'. SQ. POST LONG SDS @ EACH , HEADER TO COLUMN 3913'STL_POST COLUMN (2}3518"HEADER (2} 2x6:5" OR (2}3"x8' HEADER ;. EXISTING ` (12 FASTENERS PER `- FOR FREESTANDING ` 2 1R -BOLT' ALTERNATE: 'r (} 3'x3"X0:024" (1) - 1/2" BOLT OR ,,.. �. 1" STUCCO OR EQUAL s ,� 2.5" PENE. INTO EACH WOOD STUD f ,' r CONNECTION) - .. r LL o ;. W 2'x 6.5" SIDEPLATE CO (2} #14 S.M.S. EACH RAFT ER' ONN GATOR i•. � w _ • - • - � ' - • ' - EXIST. STUCCO /LEDGER ',' E Fi D'OUBL � EADER=�© — w , DBL RAFTER / DBL. HEADER CONN. 4O _' STUB COLUMN TO DOUBLEHEADER CONN: O� '' • •- _ATTACHMENT DETAIL' O .' ` x `+ OLUMNaDETAIL O7 :' •. IawrcsdRllsDan,...M%DIIRALUMIIAPMO 01950-12-13UAPMo PATIO COVER 11-15-131.dwo.11/27=1310:1427 PM. Tabloid . A34 FRAMING ANGLE SEE TABLE 2 FASTENERS, SEE TABLE 2— R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET EXISTING EAVE CONNECTION DETAILS 1-11 WHERE PROPOSED PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE EA. SIDE OF RAFTER (2 PER RAFTER TO (E) BLK'G) EXIST. EAVES, ALUM. PANEL 2X OR RAFTER, 3x ALUM. RAFTER 24" O.C. MAX FASCIA BOARD ALLOWABLE PROJ. EXISTING EAV NOTE: SEE TABLE 1 OVERHANG (24" MAX.) TABLE 1 NOTE: 3/16" STEEL BRACKET CAN BE LOCATED 8" 0 1/4"{d HOLES,TYP. ANYWHERE ON EAVE. 0 NOTE: PROVIDE WATER 0 TYP. BRACKET PROTECTION, METAL FLASHING AT EVERY Zx CAUCK JOINTS AND SLOPE 8 O O TO DRAIN O EXISTING EAVE ALLOWABLE PROJ. OVERHANG SEE TABLE 1 1 1/4", (24" MAX.) 2x6 OR 2x8 LEDGER RAFTER (3}#14x312' W.S (3}#14x1 314" 1. EXISTING ROOF OVERHANG DESIGN NOTE: PLACE "SIKA FLEX" OR NOTE: BRACKET LOADS: RDL = 3 psf (MIN) TO 8 psf (MAX) SIMILAR MATERIAL BETWEEN MAY BE MOUNTED RLL = 20, 25, 30, 40, 8 50 psf BRACKETAND COMP. BELOW RAFTER W/ 2. EXISTING RAFTER ALLOWABLE SHINGLE ROOFING TO SAME CONNECTION'S. BENDING STRESS IS 900 psi. PROVIDE SEAL TABLE 2 EXISTING FRAMING MEMBER MAXIMUM PROJECTION COVER L.L. 2X WOOD FASCIA WOOD STUDS, 16" O.C. MASONRY WALL (SOLID GROUTED CELL WIND SPEED (MPH) AND EXPOSURE %"0 LAG SCREW W/ %" 0 WASHER AT EA (1) %" 0 LAG SCREW W/ 3'e 0 %"0 x 1 Y' POWERS WEDGE BOLT - COVER AT ROOF WASHER (EMBED LAG SCREW STAINLESS STEEL AT 16" O.C. 10 L.L. OVERHANG 110, B 110, C 120,13 120,C 130, B 130, C FRAMING ANCHOR EACH SIDE OF 2"x 4" FULL 19'-7" 19'-7" 19'-7" 1T-2" 17'-0" 14--l- 2" x 6" NOTCHED 26'-0" 26-0" 26-0" 25'-7" 25'4" 21%.2- SCREW 2" MIN. INTO END OF EXISTING 2" MIN. INTO EXISTING STUD). 2"x6" FULL OR 2"x8" NOTCHED 26-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10 (2 PER FASCIA TO RAFTER CONNECTION). 2"x8" FULL 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" WASHER (EMBED LAG SCREW STAINLESS STEEL AT 12' O.C. f SCREW 2" MIN. INTO END OF EXISTING 2" x 4" FULL 13'-7" 13'-7" 13'-7" 12'-10" 13'-1" 12'-2- 2" x 6" NOTCHED 20'-4" 20'-4" 20'-4" 19'-4" 19'4" 18'-4" (2 PER FASCIA TO RAFTER CONNECTION). %"0 LAG SCREW W/ %" 0 WASHER AT EA. 20 WO x 1 Ye POWERS WEDGE BOLT - 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26-0" 26-0" 26-0" 26-0" 26'-0" 30 RAFTER TAIL INSTALL SIMPSON A34 2"x8" FULL OR 2"x10" NOTCHED 26-0" 26-0" 26'-0" 26-0" 26'-0" 26'-0" (2 PER FASCIA TO RAFTER CONNECTION). 2"x 4" FULL 13'-7" 13'-7" 13'-7-112!-10" (2) W 0 LAG SCREWS, EACH 13'-1" 17-2- 2" x 6" NOTCHED 20'-4" 20'-4" 20'-4" 19'-4" 19'-7" 18-4- INSTALL SIMPSON A34 STUD). FRAMING ANCHOR EACH SIDE OF 25 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26-0" 26'-0" 26'-0" 26'-0" WO LAG SCREW W/ WO WASHER AT EA (2) ' 0 LAG SCREWS, EACH 2"x8" FULL OR 2"x10" NOTCHED 26-0" 26'-0" 26'-0" 26'-0" 26-0" 26'-0" (EMBED 2" MIN. INTO EXISTING RAFTER TAIL INSTALL SIMPSON A34 2" x 4" FULL 9'-9" 9'-9" 9'-9" 9'-6" 9'-7- 2" x 6" NOTCHED 15'-0" 15'-0" 15'-0" 14'-7" 14'-8" 14'-0- 30 2"x6" FULL OR 2"x8" NOTCHED 23'-4" 23'-4" 23'-4" 22'-9" 23'-0" 21'-10" 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26-0" 26'-0" 26-0" 2"x 4" FULL - - - - - - 2" x 6" NOTCHED 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 2"x6" FULL OR 2"x8" NOTCHED 1 T-6" 17'-6" IT -6" 17'-6" 17'-6" IT -6" 40 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26-0" 26'-0" 26'-0" 26'-0" 26-0" 2"x4"FULL - - - - - - 2" x 6" NOTCHED - - - - - - 50 2"x6" FULL OR 2"x8" NOTCHED 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 2"x8" FULL OR 2"x10" NOTCHED 23'-2" 23'-2" 23'-2" 23'-2" 23'-2" 23'-2" cUsersWeIRDowmentslDURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-131.dwg,11R7R01310.:00:33 PM, Tabloid NOTE: 3/16" STEEL BRACKET CAN BE LOCATED 8" 0 1/4"{d HOLES,TYP. ANYWHERE ON EAVE. 0 NOTE: PROVIDE WATER 0 TYP. BRACKET PROTECTION, METAL FLASHING AT EVERY Zx CAUCK JOINTS AND SLOPE 8 O O TO DRAIN O EXISTING EAVE ALLOWABLE PROJ. OVERHANG SEE TABLE 1 1 1/4", (24" MAX.) 2x6 OR 2x8 LEDGER RAFTER (3}#14x312' W.S (3}#14x1 314" 1. EXISTING ROOF OVERHANG DESIGN NOTE: PLACE "SIKA FLEX" OR NOTE: BRACKET LOADS: RDL = 3 psf (MIN) TO 8 psf (MAX) SIMILAR MATERIAL BETWEEN MAY BE MOUNTED RLL = 20, 25, 30, 40, 8 50 psf BRACKETAND COMP. BELOW RAFTER W/ 2. EXISTING RAFTER ALLOWABLE SHINGLE ROOFING TO SAME CONNECTION'S. BENDING STRESS IS 900 psi. PROVIDE SEAL TABLE 2 HANGER TO FASCIA OR EXTERIOR WALL OF EXISTING STRUCTURE COVER L.L. 2X WOOD FASCIA WOOD STUDS, 16" O.C. MASONRY WALL (SOLID GROUTED CELL FASTENERS OCCURS) OR CONCRETE WALL %"0 LAG SCREW W/ %" 0 WASHER AT EA (1) %" 0 LAG SCREW W/ 3'e 0 %"0 x 1 Y' POWERS WEDGE BOLT - RAFTER (24" O.C. MAX.) EMBED LAG WASHER (EMBED LAG SCREW STAINLESS STEEL AT 16" O.C. 10 SCREW 2" MIN. INTO END OF EXISTING 2" MIN. INTO EXISTING STUD). RAFTER TAIL. INSTALL SIMPSON A34 FRAMING ANCHOR EACH SIDE OF EXISTING FASCIA TO EXISTING RAFTER (2 PER FASCIA TO RAFTER CONNECTION). %" 0 LAG SCREW W/ %" 0 WASHER AT EA. (1) %'0 LAG SCREW W/ Y" 0 aye 0 x 1 Ys POWERS WEDGE BOLT -' RAFTER (24.O.C. MAX.) EMBED LAG WASHER (EMBED LAG SCREW STAINLESS STEEL AT 16" O.C. SCREW 2" MIN. INTO END OF EXISTING 2" MIN. INTO EXISTING STUD). 20 RAFTER TAIL INSTALL SIMPSON A34 FRAMING ANCHOR EACH SIDE OF EXISTING FASCIA TO EXISTING RAFTER (2 PER FASCIA TO RAFTER CONNECTION). %'0 LAG SCREW W/ WO WASHER AT EA. (1) %- 0 LAG SCREW W/ Ye 0 %* 0 x 1 Ys" POWERS WEDGE BOLT - RAFTER (24" O.C. MAX.) EMBED LAG WASHER (EMBED LAG SCREW STAINLESS STEEL AT 12' O.C. f SCREW 2" MIN. INTO END OF EXISTING 2' MIN. INTO EXISTING STUD). 25 RAFTER TAIL. INSTALL SIMPSON A34 FRAMING ANCHOR EACH SIDE OF EXISTING FASCIA TO EXISTING RAFTER (2 PER FASCIA TO RAFTER CONNECTION). %"0 LAG SCREW W/ %" 0 WASHER AT EA. (1) %- 0 LAG SCREW W/ ye 0 WO x 1 Ye POWERS WEDGE BOLT - RAFTER (24" O.C. MAX) EMBED LAG WASHER (EMBED LAG SCREW STAINLESS STEEL AT 12- O.C. SCREW 2' MIN. INTO END OF EXISTING 2" MIN. INTO EXISTING STUD). 30 RAFTER TAIL INSTALL SIMPSON A34 FRAMING ANCHOR EACH SIDE OF EXISTING FASCIA TO EXISTING RAFTER (2 PER FASCIA TO RAFTER CONNECTION). %" 0 LAG SCREW W/ %" 0 WASHER AT EA (2) W 0 LAG SCREWS, EACH 0 x 1 Ye POWERS WEDGE BOLT - RAFTER (24" O.C. MAX.) EMBED LAG W/ %- 0 WASHER, 2" APART, STAINLESS STEEL AT W O.C. 40 SCREW 2" MIN. INTO END OF EXISTING RAFTER TAIL (EMBED 2" MIN. INTO EXISTING INSTALL SIMPSON A34 STUD). FRAMING ANCHOR EACH SIDE OF EXISTING FASCIA TO EXISTING RAFTER (2 PER FASCIA TO RAFTER CONNECTION). WO LAG SCREW W/ WO WASHER AT EA (2) ' 0 LAG SCREWS, EACH WO x 1 Ye POWERS WEDGE BOLT - RAFTER (24" O.C. MAX) EMBED LAG W/ " 0 WASHER, 2" APART, STAINLESS STEEL AT W O.C. 50 SCREW 2" MIN. INTO END OF EXISTING (EMBED 2" MIN. INTO EXISTING RAFTER TAIL INSTALL SIMPSON A34 STUD). FRAMING ANCHOR EACH SIDE OF EXISTING FASCIA TO EXISTING RAFTER (2 PER FASCIA TO RAFTER CONNECTION). SPLICE4LL �� \/n WHEREiCCURS0.075•TYP.----==J A MAG BEAM ALUM. ALLOY 6063-T6 6.5" ROLLFORM o GUTTER FASCIA � ,ALUM. ALLOY - 3004-H36 I DBL_ 2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL r --T=12 OR 14 GA ASTM GRADE 50 8.(r .oar 1•YP. sem\delMocuments\DURALUMWIPMO 01951S-12-13UAPMO PATIO COVER 11-15-131.dwg, 1127/20139:57:11 PM, Tabloid r j . - HEADER BEAM TYPES J 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL MAX. HT.=10' B 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 -BEAM �r,� 4.5" MAG GUTTER ALUM. ALLOY u ALUM. ALLOY 6063-T6 6063-T6 t S i- - 1 p, 3.0"�F�-- 3.0' DRL 3"x8"x0�042"`BEAM K f ALUM. ALLOY 3004-H36 OR EQUAL �/0000 --COLUMN-/ 0.024' o.o3r o.oar PLASTIC PLUGS a10 SMS E 3" SQ. STEEL BEAM , ASTM A653 GRADE 40 0 5' 3"x8"x0.042" BEAM L W/ 14 GA. STL. INSERT ASTM GRADE 50 3"x8"x0.042" BEAM M W/ 12 GA. STL. INSERT ASTM GRADE 50 T__TY_ PES.___ _ ..LL @ 24' O.( EA SIDE 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALL OY 3004-H36 OR EQUAL J a N j m � ;54 LZ) It G—3"SQ.)Ct-0.188" w � e �U H=3'SQ.xt=0.250" � � >aW� � .=3"SQ.xt=0.313' s o��H d J=4"SQ-xt=0.188" Q :,WE Y 0.375 3AO' SPLICE DBL. 3"x8"x0.042" BEAM. WHERE OCCURS N W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL IOTE: DBL. 3"x8"4.042" BEAM ACH HEADER BEAM TOP AND ;OTrOM FLANGES SHALL BE CUT AT W/ DBL. 12 GA. STL. INSERT ACH INTERIOR COLUMN WHERE 3 ALUM. ALLOY 3004-H36 )R MORE COLUMS OCCUR. DO NOT OR EQUAL :UT FLANGES AT END COLUMNS. sem\delMocuments\DURALUMWIPMO 01951S-12-13UAPMO PATIO COVER 11-15-131.dwg, 1127/20139:57:11 PM, Tabloid r j . - HEADER BEAM TYPES J 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL MAX. HT.=10' B 3" SQ. ALUM POST ALUM. ALLOY 3004-H36 -BEAM �r,� 4.5" MAG GUTTER ALUM. ALLOY u ALUM. ALLOY 6063-T6 6063-T6 t S i- - 1 p, 3.0"�F�-- 3.0' DRL 3"x8"x0�042"`BEAM K f ALUM. ALLOY 3004-H36 OR EQUAL �/0000 --COLUMN-/ 0.024' o.o3r o.oar PLASTIC PLUGS a10 SMS E 3" SQ. STEEL BEAM , ASTM A653 GRADE 40 0 5' 3"x8"x0.042" BEAM L W/ 14 GA. STL. INSERT ASTM GRADE 50 3"x8"x0.042" BEAM M W/ 12 GA. STL. INSERT ASTM GRADE 50 T__TY_ PES.___ _ ..LL @ 24' O.( EA SIDE 3" SQ. ALUM. POST D WITH SIDEPLATES ALUM. ALL OY 3004-H36 OR EQUAL J a N j m � ;54 LZ) It G—3"SQ.)Ct-0.188" w � e �U H=3'SQ.xt=0.250" � � >aW� � .=3"SQ.xt=0.313' s o��H d J=4"SQ-xt=0.188" Q :,WE Y 0.375 o- z Q w. SPLICE w z WHERE OCCURS Z Z o W N V) d 1.656' F U r o's 0.110' t v Z z O W '" 0.375' co co a z 00 1.75' O < Z 0• 7" I -BEAM r ALUM. ALLOY 6063-T6 w o �r,� W/ (1) "C" INSERT �% Al LIM. ALLOY 6063-T6 a W/ 2 "C" INSERTS fl ALUM. ALLOY 6063-T6 m= $ m do o a M N N O K =4"SQ.xt=0.250" O 0 O o Z Q c� Zo O ,4 wa T�Z> >_$ J T�.125' ALUM. ALLOY 606376 7 mom 3.0' z � w w OR 3��5 0.075' -- -- 4.0' 0 o m z 3.0' TYP. , LL O O 3.0• OR ---J 4.(r' MAG POST � L UE o_om� K =4"SQ.xt=0.250" c� Zo T�Z> ALUM. ALLOY SQ. STEEL POST 6063-T6 ASTM A500 GRADE B a UsersWeIPDocuments\DURALUMUAPMO 0195% TRIBUTARY -WIDTH TABLE - -CLEAR SPAN (FT.) O.H. 6 7 1 8 9, 10 11 12, 13 '&RAEZTER�SP-ANS=F-QR-OPEN-LA-T-"TICE-COMMERCIAL&'YPATfOS 15 _ 110/_1.2.0/130 -VPH -„ EXP B & C,-:5) 17 18 19 20 21 0 3 4 4 5 -•5 6 6 7 7 8 8 9 9. 10 _ 11 1' 4 - 5 5 6 ' 7 7- 8 8 =' 9, - 9. 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10—.1 10 11 - - 12 . 12 •' a W •' 3" x 8" RAFTER _ a W 2" X 6 1/2" RAFTER 8 w DBL. 2" x 6 1/2" RAFTER . 9 10 "j-" a v 11' 12 12 13 a 14 4' - z a - 9 9 10 10 11 Z W -110 MPH 120 MPH 13 130 MPH 14 L,L _ "�^ 110 MPH ' 120 MPH 130 MPH L,L•= "T" 110 MPH 120 MPH 130 MPH 15 (IN.) No (PSF) (IN. o (PSF) (IN.) o z Z EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. 8 EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP, B EXP.0 • ` W H w A . • I w 1 w ' p 26 -3 26 -3 26 -3 25-8" 25'-9 24'-4" I w I 1 v I 14 -2 14 -2" 14 -1" 13'-10" 13'-10 12 -0" I w 1 fl 1 w 19 -10 19 -10 19 -10 19'-6" 19'-7" 1 T-10" - 16" .26-0" 26'-3" 26'-3" 26'-3" 26'-3" 25'-7" 16" 14'-10" 14'-10" 14'-10" 14'-10" 14'-10" 13'-9" 16" 19'-10" 19'-10" 19'-10" 19'-10° 19'-10" 1" a .- 10 .042. 024 ' 024 O m w . 24" I w 1 N , p w 21-6 21-6 21 -6 21'-0 21"A"19'-10"24" f1 w w 1 w p 11'-7" #1147._ 11'-7" 11'-4 11-4 .10'-4 • I . w I M " , 16'-3" 16 -3" 16 -3 15 -10 16'-0 14 -7" • .. 21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" � 11'-7" 11'-7" 11'-7" 11'-7" 11'-T' 11'-3" 24" 16'-3" 16'-3" 16'-0" 16' 3" 16'-3" 5'-10° co a a - • , 5 o 21'-10' 1'-10" 21'-10" 21'-6" 21'-T 21'-0" J� 18'-0" 18'-0" 18'-0" 17'-7" 17'-8° 16'-10" 25'-3" 25'-3" 25'-3° 24'-9" 4'-10" 23'-9" ' - 16" 21'-10" 21'-10" 21'-10" 21'-10" 16" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 1 T-7" 16" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-8" w c m r 20 042 10 .032 10 .03220'-8" a o 0 1 T-10" T-10" 17'-10" 1 T-7" 17'-2" 18'-6": 18'-6" 18'-6" 14'-4" 14'-6" 16'-10" 20'-8" 20'-8" 20'-3" 20'-4" 19'-6" 24' 1 T-10" 1T-10" 17'-10" 17'-10" �7'-8" 17'-10" 24" 14'=8" 14'-8" 14'-8" 14'-8" 14'-8° 14' �" 24" 20'-8" 20'-8" 20'-0" 20'-8" 20'-8" 20'-2" o ; " 12'-2" 12'-2"- 12'-2" 12'-1' 12'-1" 12'-0" 9, 21'-9" 21'-9" 21'-3" 21'-4" 20'-6" 30'-8" 30'-8" 30'-8" 9'-10" 30'-1" 28'-9" - ~ W - 16"• 16" 16"� 12'-2" 12'-2" 12'-2" 12'-2" 12'-2° 12'-2" '21'-9" 21'-9" 21'-9" 21'-9" 21'-9" . 21'-2" 30'-8" 30'-8" 30'-8" _ 30'-8" 30'-8" 29'-10" o 25 042 - 042 042 . U 12'-2" 12'-2" • 12'-2" 12'-1" 12'-1" 12'-0" 17'-9"'17'-9"- 17'-9" 17'-4" 1T-6" 16'-9" 25'-1" 25'-1" 25'-1° • 24'-6" 24'-7" 23'-T" R 24 R 24 w 24 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 1T-9" 17'-9" 1T-9" 1T-9" 1T-9" 1T-3" - ' 2.5'-1" 1 Fi" • 12'-2" ' 12'-2" 12'-2" 12'-1" ,12'-1"• 12'-0", . 16'-7" 16'-7" 16'-T' 16'-3" 16'-4" 5'-10° ' ' 11' 0":; 11'-9" 11'-9" •1`11-)" 11'-8" 11'-3" - -' 30 042 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" :024 16" 11.'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 16" 16'-7" 16'-7" 16'-7" 16'-7" 16'-T' 16'-7" a_ a 12'-2" 12'-2" 12'-2" 12'-1" 12'-1 " 12'-0" I w 9 -8 1 w 9 -8 9 -8 " 9'-6" -- w 9'-7 w 9 -3 - 13 -7" 13'-7" 1 w 13'-7' 1 w 13-4 p 13'-4 w 13 -0 024' ko - 24" 24 " 24' g v 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 9'-8" 9'-8° 9'-8" 9'-8" 9'-8" 9'-8" 13'-7" 13'-T' 13'-7" 13'-7" 13'-7" 13'-7" v b n 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" ' 10'-7" 15'-0"'- 15'-0" 15'-0" 14'-9" 14'-9" 14'-4° 21'-1" 21'-1" 21'-1" 20'-9" 0'-10" 20'-2" - - 16" 10'll -7" 10'-7" 10'-7" 10'-7" 10'-T'. 16". 16" " 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" o 0 40 .042 20 .032 20 .032 G 3 . . - 1 I R " 10'-7" 10 -7" 10 -7" 10 -7 10'-7" 10'-7 I R I " . 1 12'-3" "t 12'-3" 12 -3 12 -1 12 -2" ' 11 -9" w . n . IT -21" 17-3" 1 T-3 17'-0" 1 T-1" 16-6" - 24' 24" 24" . 0 w 10'-7" 10'-7" 10'-T' 10'-7" 10'-7" 10'-7° 12'=3". - 12'-3" 12'-3"- 12'-3" 12'-3" 12'-3" 17'-3" 17'-3" 1 T-3" 1 T-3" 1 T-3" 17'-3" i; • ' I w 1 " 8'-7" 8'-7" 8'-7" 8'-T' 8'-T 8'-7" • I fl I p " . R 18 -1.'. 18'-1 " 18'-1" 17'-9" 17 -10. 17'-4" I w I w 1 w I w 1 " 25-6 25-6 25-6 25 -1 25 -2 24'-4- • •':' 16" 8'-T I 8 -7" 8'-T' R 8'-7 w 8'-7 8'-7" 16" 18'-1" 1 18 =1" 18'-1" 18 -1" ' 18'-1" 18'-1" 11 25'-6"- 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" .. - •�-' ,. 50 •042 ,042 •042 a 24" 8'-8" 8'-8" 8'-8" 8'-0" ' 8�8'8'-8' 24" 14'-9" s 14'-9" 14'-9" 14'-7" 14'-8" 14'-2" - 24� 20'-10" 0'-10" 0'-10" 20'-6" 20'-7" 20'-0" • 8,-8" 8,-8" 8,-8" 8,-8" ; 14'=9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" a . 0 W y o -- • - - I w'•'?`.• 1 w I w I w I w I 6 -3 t_ -E 6'-3" 6'-3 6 -3 6'-3- 6'-3- 1 a w 1 w I v 1 w 1 w 9'-3- 9'-3 9'-3" 9 -3 9 -3 9 -3 024 16 " s 6'-3", •. 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 024 16"9'-3" 9'-3° 9'-3" 9'-3" 9'-0" 9'-3" N 5 8 a in .e 24" 6,-3w � ' S,-3" 6'-3" 6'-3" 6'-3" 6'-3" 24" 9'-3'- 9--3" 9'-3" 9'-3" 9'-3" 9'-3" . w 6'-'3 , T-3" 6'-3"ff 6'-3" 6'-3" 6'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 5 g'-4' :- -8'-4" - 8'-4" 8'-4" 8'-4" 8'4" 11'-8° 11'-8" 11'-8° 11'-8" 11'-8" 111-8" 0.047 TYP. F 16" 814" 8'�4" 8'-4" 8'�" 8'�° 8'-4" ,- 16w 11'-8° 11'-8" 11'-8" 111-8" 11'-8" 11'-8" a.o- 25 .032 25 .032 E 8'-4" .; 8'-4" 8'-4" 8'-4" 8'4" 8'-4" 11'-8" 11'-8" - 11'-8" 11'-8" 11'-8" 11'-8" _ ' - $ .'w 0.024• 6.5• - 0.024• 0.037 6.s 24" 8'-4" 8'�" 8'=4" 8'-4" 8'-4" 8'-4"11'-8" 24" 11'-8" ' 0.037 0.047 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1"- 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-0" • 0.047 LL ` - 16" 10'-1" 10"-1" 10'-1" 10'-1" 16" 4 14'-1" 14'-" 14-1 4-1 14'-0" �m10'- Z a ` ,.. . - 042 042 g Woe1 '-1"01-1" 101-1"10' -1" 10'-1" - 414'-2" . Y 3.0• 24" 10'-1 10' 24" 141-1" 13-10" F ' 3.0• 2.0'� 2.0' MAX 2`0 } O ai _ * 3"x8" RAFTER - * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS ~ • _FOOTNOTE: -� "SAMPLE" r• * � � > o W N - s ''ALUM. ALLOY 3004 OR EQUAL -KM ALUM. ALLOY 3004.136 EQUAL OR FIGURE INDICATES ATTACHED O 4e ALUM. ALLOY 3004-H36 OR EQUAL FIGURE INDICATES j m m 'k NOTE SINGLE= -ERS;SPAGED-16 0 _ zLMAY BE;USED AT FREESTANDING a o m C DOUBLED: AND SINGLE`RAFTERS SPA ED? - X32;;0 -WHEN 24tO.C.-MAY BE•USED AT 48° O:C-WHEN-DOUBLED. Lu W . ' -, PROJECTION � TRIBUTARY -WIDTH TABLE - -CLEAR SPAN (FT.) O.H. 6 7 1 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—.1 10 11 11 12 . 12 •' 13. 3' _ 7 7 8 8 9 9 10 10 .111 11' 12 12 13 13 14 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 11 11 12 12 13 13 14 14 15 15 16 SPAN W' . JH w W.. mmo Zo ' 3 W ^ W BUTARY TRIBUTARY= IDTH 11/2 SPANo 0La w NOTE: TRIBUTARY ON MULTIPLE SPANS IS ' EQUAL TO CENTER SPAN TO CENTER SPAN sers\deiRDowmertslDURALUMUAPMO 019519-12-13VAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9:5053 PM, Tabloid r MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TABLE 1 TABLE 2 TABLE 3 (2) 211x6 %2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 %2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS } NUMBER OF NO. 14 TEK OR SMS SCREWS > NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF N0.14 TEK OR SMS SCREWS PER FOOT OF HEADER LENGTH ? o PER FOOT OF WALL HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH i °° 3 � m � � 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH 110 MP H 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. -B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C ~ ~ . 5 2 2 2 2 2 2 2 2 2 2 2 5' 1 1 1 2 1 2 2 2 2 2 -"2 5' 1 1 1 1 1 1 1 1 1 1 1 2 6 2 2 2 2 2 2 2 2 2 2 3 6' 1 2 2 2 2 2 2--, 2 2 2 2 6' 1 1 1 1 1 2 1 1 1 2 1 2 7 2 2 2 2 2 2 3 2 3 3 3 7' 2 2 2 2 2 2 2 2 2 2 2 3 7' 1 1 1 2 1 2 1 1 1 2 2 2 81 2 3 2 3 3 3 3 3 3 3 8' 2 2 2 2 2 2 2 3 2 3 3 8' 1 1 1 2 2 2 3 2----12 1 2 2 2 2 g� 2 2 2 3 3 3 2 3 3 3 3 4 g� 2 2 2 3 3 3 2 3 3 g� 1 2 2 2 2 2 3 3 3 2 2 2 2 2 2 10 3 3 3 3 3 3 4 3 3 4 4 10' 2--- 2 2 2 3 3 3 3 3 3 10'P_--22 2 12--, 1 22 2 2 2 3 11' 2 3 3 3 3 4 3 3 3 4 4 5 11' 2 2 3 3 3 3 3 3 3 4 4 11' 2 2 2 2 2 2 2 2 2 2 2 3 12 3 3 3 4 4 4 3 4 4 4 4 5 12 2 3 3 3 3 4 2 �. 3 3 2 2 4 , 12p2q�212'2 2 333 3 2 3 3 4 4 5 4 5 4 5 ,13 13 3 3 2 2 a 2 3 d 13'2 2 2 J Q � C z \ CEILING FAN AND/ OR LIGHT FIXTURE X ( MAX. 30 lbs. ) w FAN BEAM (19'-0" MAX SPAN) HEADER NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET T-1. Users1delKDocumems\DURALUMUAPMO 019519-12-13VAPMO PATIO COVER 11-15-13 t.dwg, 1127/2013 9:48:47 PM, Tabloid FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED -a FIGURE INDICATES FREESTANDING T=.075" TYP. FAN BEAM FAN BEAM ' . ALUM. ALLOY 6063-T6 FAN BEAM #14 x 3 1/2" S.D.S. SCREW AT BEAM ATTACHMENT AT HEADER AT HANGER CHANNEL ATTACHMENT AT HANGER CHANNEL SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C ALUM. ALLOY 30041136 OR EQUAL . ALUM. ALLOY 3004-1136 OR EQUAL 2)4• FLAT PAN (SEE NOTE 1 BELOW) 24• TRI --V• PAN (SEE NOTE 1 BELOW) SEE NOTE 1 BELOW) L.L= PANEL"i' 110 MPH SPAN SPAN 130 MPH SPAN (PSF) (IN.) EXP.B EXP.0EXP.0 SPAN (PSF) EXP.B EXP.0 EXP.B EXP.0 9'-10• 9•-10• M87r'p' 9'-1• 9'-0• 8'-r 8._1. ole 13'3' 13' 3' 17-9' 12'-9" 173' 919' 9'-r .020 9'-0" 8•-6' 14'•9' 9-r a -r T -s• 11'-0• 11'-0• 11•-0• 11.3' 11'-2' T 9" 10 .024 14'-9" 14•-9" 14'-9• 14'-r 14•-2• 13'-8" U z = 1 T-2' 10'4' 9'-9' 9'-9' 9-2- 9'3' 8'-T 11' 10' 13'-T i Y 74 10 4' I T -r 7-0"03217-0' 1T-3• 1 T3' 16'3" 161-8• 16'-0' 18'4' 1T-9" .032 10'.9• 104' 10•-1• 15'-0' 17-1• Wil 11'-2' 11'-3' 10 �'8'4• 15 6• 14•-9' 14'-9' 8'4' V1777-13 e' -r 8'-3• T-11' 19'-T .018 18'-10' 18'-10' 18'-2' 17-0' 040 T-9" T=5' t r -r Tr T -r, 6•-10' 7 5• -10" s 4• 9 4• 16'x' 9•-r 9'4- s -0' 20 .024 11'3• 15%7- 10'-9" 10'-9" 10'-9' 10'-7- 10'-9• 10'3• e' -s• s' -s 8'-s• s=r e• -r T -to• 024 8'-r 8' 6' 11'-8• 11'-0• 11••8" 11'3' 11'-T 11'-0• .032 40 16'-1' 9'-10' 173" 17-3" 17-3" Ill -9' 117-2* 10 -9' 10.3• 10'-4- 9'-01 91-9' 9'-9" 11'-0' 10'-8" 6.4" 6.4• 6'4• 6'-3• 6'4• 6-2" 91-9" .018 10 -9' 10'-g* 10'-3' y 104' 20 11'-0" 20 11'-0• 61 6-0' 6-0' S-10' 5'-10' 5 6' 8'4• �o 7-11' T-11" T-11• 10• T-11' T -T 25 .024 6•-11' 6'-11• 13'-3' 17-9' 17-9" 174' { 174' a T4' T -r T -Y 6'-10' 6'-10' 6-s' 15-4• 6'-6• 9'-0' 9'-0i' 9' 6' 9'4• 9'-0" 9•-r T-8 .032 .032 .040 024 15-1' 14.4- 14'-T 9'-1 - 8'-10' 8'-10' 8'-8' 8'$' 8'-4' T-8' T-8" 6.41 6'4' 6'4" 6'-3' 6'4• 6'-2 .020 .018 8'-10• 8'-10- " 8•-10• .020 NOTE 1: WHERE MULTIPLE SPANS OCCUR MULTIPLY 6 -1' 6•-0• 6'-0' 5-10' 5'-10• 5'-0• 8' -0 - 9'-9' T-11' T -1'r T-11' T-10' T-11• T -r 30 .024 8'-9• .024 8•-9' 8'-0• 9'-9- 9'-9' V 7- 8'-r T4" T -r T -r s' -1o• 6-10' 9.3. 9 -0. g, 1. s• -s- s•�• s'� s•4• s• -s• s• -r 8'-1- 032 10 -0' 10'-0" 10'-0• .032 101-01 9'-1' 8'-10" 8•-10• 8'-8' 8,_W 8'4• 2)4• FLAT PAN (SEE NOTE 1 BELOW) 12" x 3 1/2" W PANEL SEE NOTE 1 BELOW) w 1' 9'-1" L.L= PANEL -r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN (PSF) (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 'EXP.B EXP.0 8'4' 8' r 8._1. 13'3" 13'3' 13' 3' 17-9' 12'-9" 173' 919' 9'-r .020 15-3• 1 B' N 14'•9' .024 .014 10'-10' 1 r-0• 1 r -r 1 r -r 10'-r 1 o• -r 9•-1 r .024 14'-9" 14•-9" 14'-9• 14'-r 14•-2• 13'-8" U z = 1 T-2' 1'-1" 11'-2' 11'-3" 13'-2' 17.T �?-o• 11' 10' 1C" 0" I Iti1' 10 Iu 1 S-1• IT 3" 1T-3• 1 T3' 16'3" 161-8• 16'-0' 18'4' 1T-9" .032 10'.9• 104' 10•-1• 15'-0' 14' 6• Wil -0" 174• 17-0• 15 6• 14•-9' 14'-9' 140- 14'-1' 13'-3• 11'-6• 19'-r 19'-T 19-7 18'-10' 18'-10' 18'-2' 17-0' 040 11'-0• 1 r-0- t r -r 16'-8• " 9'-10• 7 5• -10" T-10" 1r-- 16'x' 16'-9' 15-9' 11'x' .020 11'-2 11'3• 15%7- 10'-9" 10'-9" 10'-9' 10'-7- 10'-9• 10'3• T-9' T-0' .020 T4- T-3' T -r 024 8'-r 8' 6' 8'-r 8'4• 8'-r 8'4• 8•-r 8'-2• 8'-r 8'-r 8•-r 8' 0w NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50 16'-1• 40 16'-1' 9'-10' 173" 17-3" 17-3" Ill -9' 117-2* 11'-7' .032 .024 11'-0' 10'-8" 10'-10• 10'4" 14'-10' FOOTNOTE: "SAMPLE' .024 ¢ a 91-9" 11'-2• 10 -9' 10'-g* 10'-3' y 104' 20 11'-0" 20 11'-0• 14'4' 14'4" 14'•4- 14'0' 14'-3" 13'-r 8'4• �o 032 10-r 10' 8' 104' 101-6 ^ - .020 6•-11' 6'-11• 13'-3' 17-9' 17-9" 174' { 174' a 16.3• 16.3• 16.3" 15-10- 1E' -r 15-4• 6'-6• 11'-10' T-8• T-8" .040 T-8' T-8' T-8 13•-9" .032 .040 024 15-1' 14.4- 14'-T 13'-8' 04'-1' 13'-2' 11'-2' 13' 6- T-0' T-8' T-8" - T -r T -T T4" 13'-r so 8'-1" .020 8'-10' 8'-10• 8'-10- " 8•-10• .020 NOTE 1: WHERE MULTIPLE SPANS OCCUR MULTIPLY 8'-0' 8'4' 8'4' 8'-1" 8'-1" T-9' 8' -0 - 9'-9' 9' 9' 9' 9' 9'�' ' 9' 9• 9'-T 9, �T-7r-9!�7r' 9 9. 8'-9• .024 8•-9' 8'-0• 9'-9- 9'-9' V 7- 8'-r 9.4- LL 9.-0. 9, 2. 9.3. 9 -0. g, 1. 8: 9. 10---019-'- 25 _ 8'-2 8'-r 8'-0' 8'-1- T-9• 10 -0' 10'-0" 10'-0• .032 101-01 9'-9• 2 .032 11-0' -9'4 11'90 10'-9' 10•-r 10•-T 103" 10'4• 10•-1• 9'4' 1 r-0- 17-0' 17-0' 174" 1 r-0' 17-r 1'-1 1' 0032 .040 11'-1' 10'9'04010 13.3• 173• >110----w 13'3' 17-1' .040 11'-9' 11'-0' 11'-2' Isersldell\DocumertslDURALUMWMO 01951412-13VAPMO PATIO COVER 11-15-131.dwg, 1127/2013 9:46:47 PM, Tabloid .0911(I.S.) 2)4• FLAT PAN (SEE NOTE 1 BELOW) o. 91-1• w 1' 9'-1" 9•-0" 9'-1• •8'-9' 120 MPH A .020 SPAN L (PSF) (IN.) Z Z o w� 28r 45' zs 25• � T= (SEE TABLE BELOW) 2Ar EXP.B 8'-8' 8'4' 8'4' 8' r 8._1. 7._9. - 9'-9• 9' 9" 992 ' 9" 9' a. 919' 9'-r - -- - - -- - - 15-3• 1 B' N 14'•9' .024 .014 10'-10' 10'-1• 5.25' 9'-6' J z p 0078.00• 13'4' w 2w mw ALUM- ALLOY 3004-1136 OR EQUAL 13'-3• 11 w v 30 17-10• U z = 1 T-2' 1'-1" 11'-2' 11'-3" 11'-0' a .032 16•-r .03210'-r 10 1 S-1• 14'-3• a- o o� 18'-0' 18'-0• 18'-6• 18'4' 1T-9" 15'-T 10'.9• 104' 10•-1• 15'-0' 14' 6• Wil -0" 174• 17-0• 17 r.0401 11`7" 11'-r 11'-r 11'-6• 11'-r 14'-1' o 0 13'4- 174' 1 r-0' 17-0' r -s• 11'-0• 1 r-0- t r -r 16'-8• 16'-1' 9'-10• 7 5• -10" T-10" T-10• T-10• .024 17-2' 11'x' .020 11'-2 11'3• 15%7- 14'-10' 14'-10' 14'-1' 14•-2" 13'4° 14'-9" 14'-10• T-9' T-0' 76' T4- T-3' T -r 024 8'-r 8' 6' 8'-r 8'4• 8'-r 8'4• 8•-r 8'-2• 8'-r 8'-r 8•-r 8' 0w NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50 16'-1• 40 16'-1' 9'-10' 9•-10" 9'-10• 9'-10• 9'-10• 9•40" T-11• .032 11'-0" 11'-0' 10'-8" 10'-10• 10'4" 14'-10' FOOTNOTE: "SAMPLE' .024 ¢ a 91-9" 91-r 91-7-9'4• 9'4• 9•-2" 20 11'-0" 11'-0' 11'-0• 11'-0" 11'-0• 9' S' 8'-11- 8'-r FIGURE INDICATES ATTACHED 8'4• �o 10'-10" 10-r 10' 8' 104' 101-6 10-2 - .020 6•-11' 6'-11• 6'-11- ' 6'-11' 6'-11" 6'-11" FIGURE INDICATES -- FREESTANDING a 11'-10' 5-11" 6'-s' 6'-11' 6'-8' 6'-8' 6'-6• 11'-10' T-8• T-8" T-8' T-8' T-8' T-8 13•-9" .032 .040 024 11.4' 11'-r 11'-2' 13' 6- T-0' T-8' T-8" - T -r T -T T4" 13'-r so 8'-1" 8'-10• 8'-10' 8'-10• 8'-10- 8'-10• 8•-10• .020 NOTE 1: WHERE MULTIPLE SPANS OCCUR MULTIPLY 032 8'-10' 8'9•- 8'-9• 8'-7' 8'-8" 8' -0 - TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. T -T 040 9,_9" 9,-9• 9•-9. 9, �T-7r-9!�7r' 9 9. 8'-9• 8'-9" 8•-9' 8'-0• 9'-9- 9'-9' V 7- 8'-r 9.4- Isersldell\DocumertslDURALUMWMO 01951412-13VAPMO PATIO COVER 11-15-131.dwg, 1127/2013 9:46:47 PM, Tabloid .0911(I.S.) 2)4• FLAT PAN (SEE NOTE 1 BELOW) o. g -c 0 v PANELT 67" w L� (ALL UNMARKED RADII .06R)1j 120 MPH A 130 MPH SPAN L (PSF) (IN.) Z Z o w� 28r 45' zs 25• � T= (SEE TABLE BELOW) 2Ar EXP.B FW - aj TYR 17-0• n p Q=Q 1 r-0' 11'-r 11•-r 11•-2" y N U .020 15'_7- 15-3• 1 B' N 14'•9' .014 10'-10' 10'-1• 5.25' 9'-6' J z p 0078.00• 13'4' w 2w mw ALUM- ALLOY 3004-1136 OR EQUAL 13'-3• 11 w v 17-10' 17-10• U z = 6"x L= SF) 0 5 2)4• FLAT PAN (SEE NOTE 1 BELOW) 8' x 2 Yz' FLAT PAN (SEE NOTE 1 BELOW) g -c 0 v PANELT L.L= PANEL -r 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN L (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (P 17-0• 1 r-0" 1 r-0' 11'-r 11•-r 11•-2" 15 7' .020 15'_7- 15-3• 1 B' N 14'•9' .014 10'-10' 10'-1• 10.3• 9'-6' 9'-7- 14'-r 13'4' 13.4' 13•-3" 13'-3• 13'-3' 17-10' 17-10• 17�' 1 T-2' 1 T-2' .024 IT -1" 16•-0' a .032 16•-r 10 1 S-1• 14'-3• a- o o� 18'-0' 18'-0• 18'-6• 18'4' 1T-9" 15'-T 15-T 15'-T 1 S-0' 15'-0' 14' 6• 16'-4' 16•-0• .032 c 11`7" 11'-r 11'-r 11'-6• 11'-r 14'-1' o 0 13'4- 174' 1 r-0' 17-0' 1T4' 1T4' 174" 15-0' 16'-8• 16'-1' 9'-10• 7 5• .040 K 13'-0- 13'-0" 13'-0' 17-0' 13'-0" 174- .024 17-2' 11'x' 11 8• 11'-2 11'3• 15%7- 14'-10' 14'-10' 14'-1' 14•-2" 13'4° 14'-9" 14'-10• 14'-r 9•-9' 9'-s• s' 9• 9' 7• 9•-9. 9'-• 14'-2' 13'-9' ozo 13'-0" 13'-1• 17-8• 16'-1• 16'-1' 16'-1' 5-10' 9'-1' 8'-s' 8'-9' 8'4' 8'-6' T-11• 11'-0" 11'-0" 11'-0' 10'-8" 10'-10• 10'4" 14'-10' 14'-10' .024 ¢ a .020 20 10'-1' 9' 8' 9'-9' 9'-3- 9' S' 8'-11- 8'-r 8'-T 8'4• 13'-0' 13'-0' 13'-0" 17-0- 17-10" 17-2- 2 .032 .024 a 11'-10' 11'4' 11' 6" 11•-0" 11'-0' 10'-0• 3 11'-10' 1'-10' 14'-0' 14'-0' 14'-0' 14'-r 14'-4 13•-9" .032 .040 11.4' 11'-r 11'-2' 13' 6- 17-10• 13'-0' 174' 17-6" 13'-3• 13'3^ 13'-r 13'3•I 8'-1" 8'-1' 8'-1" 8'-0• 8'-1• T-10' .020 17-9• 17.6• 1r-0• 1 r -r 1r-2' 11'-10' T-9' T -T T -r T4' T4' T-2' 8'-9• 8'-9" 8•-9' 8'-0• 8'-9' 8'-0• V 7- 8'-r .024 LL 25 10---019-'- 8 4' _ 8'-2 8'-r 8'-0' 8'-1- T-9• 10 -0' 10'-0" 10'-0• 9'-10• 101-01 9'-9• 2 .032 11-0' -9'4 11'90 11'-10'11- 1-10 1'T0' 9'-r 9'4' 9' 4• 9'-r 9'-r 8'-10• 1'-1 1' 0032 0-'10' 11'-1' 10'9'04010 13.3• 173• >110----w 13'3' jFjz .040 a• 104• U}aw a12-9• 1o' -r 9'-10• 1 12-0 17-r e'-1- 8'-1- 9 .1 M-8--8- 8'-1• T-10• .020T-9' a o 1 B'-1' 8'-0• 8'-0- T -s• T-9- TT m T4' T -r 9 0" 9'-0' 8'-9" 8'-9" .024 8'-9• 8' 6' .024 ;:'-8'-T 8'-8" 8'1i• 8'-r 30 _ 8 8'-r 1U•4' 8 -0' 8•-1' T-9• 10'4• 10'4• 10'-0' 10'-0" 10'-0- 91-10' 10•-0' 91-9" 30 .032 10•-3' 10'-1 • 9 -10• 9'-10' 9-8" o m11' s• -r 9'4• s'4• s• -r 9•-2• e•-10' 1 r -r 11 •-r 1 r -r 1 r-0• 1 r -r 10•-9• 11•-1• 10'-9• .oao 74- 74- T4• 74' T4' T4• .020 10'-0• 10.4• 10'-0• 1o' -r 10'-2• 7� 10' T-1" T-1' T-1• T-1" T-1• 7-1• � .020 8'-1' 8'-0• 610- T-10' T-10" T 8' : O .� $ M 93' 9'3' 9-3' -0' 93' 9-3' T-8- T-0• T-8• T-0' T-0' T 8" 8'-10" w .024 X: 10'-4" 10'4• 10'4' '4• 10'4' 10'4• 40 T -r T-0' T-0• T3' T3' T -r 8'-9' 8'-9' 8'-9" 8'-9' 8'-9' 10-0• 40 032 8' 6' 8' 6- 8'-3• 8'�' 9' 8' 9' 8• 9'-0' 9' 8' 9'-0' 9 8• .040 6'-3- 6'-3" 6'-3' 6 3• 6 -3' ozo 6'-3' 6'-3• 6'3' 6'-2' 6'-2• 6•_1• 6'-10' 6'-10• 6'-10' 6'-10• 6'-10' 6'-10' .024 50 6•-10• 6•-10' 6 -10' 6' 8' 6'-9' 6 -r T-10• T-10' T-10" T-10• T-10" T-10• 50 032 T-10' T-9' T-9' Tom' T-8' T -r 8'-8" 8' 8• 8•-8" 8'-8• 8'-8• 8'-8• .040 8' 8' 8' W 8-0' 8'-0' 8'-r 8'4" 6"x L= SF) 0 5 2)4• FLAT PAN (SEE NOTE 1 BELOW) g -c 0 v PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN (IN.) w o EXP.8 EXP.0 EXP.B EXP.0 EXP.B EXP.0 14'-r 14•-r 14'-r 13'-9- 13•-9" 13'-1' 020 17-0• 1Z -W 17-0• 11'4• 11'-0' 10-0" 15 7' 15-r 15'_7- 15-3• 1 B' N 14'•9' .014 14'-r 13'4' 13.4' 17-8' 17-9- 17-11 0 1 T-2' 1 T-2' 6'-10' IT -1" 16•-0' a .032 16•-r 1 S-1• 14'-3• a- o o� 18'-0' 18'-0• 18'-6• 18'-1" 18'4' 1T-9" N .040 1 T-6• 15-10' 1 T W 16'-4' 16•-0• 16'-0• c 11`7" 11'-r 11'-r 11'-6• 11'-r 11'-1• o 0 020 10•-10' 104' 103' 9'-9' 9'-10• 7 5• K 13'-0- 13'-0" 13'-0' 17-0' 13'-0" 174- .024 17-2' 11'x' 11 8• 11'-2 11'3• 10'-T � _ 15-0• 15'-0" 15'-0' 14'-9" 14'-10• 14'-r .032 14'-2' 13'-9' 13•-r 13'-0" 13'-1• 17-8• 16'-1• 16'-1' 16'-1' 5-10' 16'-1• 15-8' .040 156' 15'-2' 1 S -r 14'-10' 14'-10' 14'3• ¢ a .020 9'-70' 8'-9' 8'-9- 8'-r 8'-T 8'4• h w 10'-3" 10'-3' 10'3' 10'-r 10•-3• 10'-0• d a .024 a 9'-10' 9'-r 9-W 9'4' 94' 9•-r 3 11'-10' 1'-10' -1 11•0' 11'-9' 11'-10- 11'-r .032 11.4' 11'-r 11'-2' 10-10" 'IT -10" 1o•-7' 13' 3' 13'-3• 13'3^ 13'-r 13'3•I 13'-0• E .040 17-9• 17.6• 1r-0• 1 r -r 1r-2' 11'-10' } m E m 9.4" 94' 9'-4' W -T 9'4' w 1".020 9 -70' 8'-9' 8'-9• V 7- 8'-r 8.4' LL 10---019-'- .024 • 9'- T 914' ' 9'4' 11-0' -9'4 11'90 11'-10'11- 1-10 1'T0' - 11' 0032 0-'10' 10 -T114 IL13'3• 13.3• 173• 13'-r 13'3' jFjz .040 U}aw a12-9• 1 12-0 17-r 1r-2• 1r 0 1°? 9 .1 -9-'1' 8'r 8'-r 8'-r 8-7 8•-r 8•2• .020 a o 1 B'-1' 8'-0• 8'-0- T -s• T-9- T 8• m 91-0' 9'-0' 9 0" 9'-0' 9'-0' .024 8'-8" 8'1i• 8'-r 8'•4- 1U•4' 10•-4• 1(or,-4' 10'4• 10'4• 10'4• i V .032 10•-3' 10'-1 • 9 -10• 9'-10' 9-8" o m11' z - Z w " I -T 11'-T 11-r 11'-r 11'=r .040 3 8 11' 6" 11'3• 11•-3" 11'-1' 11•-1• 10'-9• a oom� 74- 74- T4• 74' T4' T4• .020 T4' T-3• 9'3' 9'-3' 9 3• 9•-0" 7 9'-3• � .024 8'-1' 8'-0• 8' 0' T-10' T-10" T 8' : O .� $ M 93' 9'3' 9-3' -0' 93' 9-3' 9'-3" 9'-0' -1• j'19 7-1• 8'-10" w X: 10'-4" 10'4• 10'4' '4• 10'4' 10'4• F040 104• 104• 104• o' -r 10'-2' 10-0• JSersldelKDocuments\DURALUMIIAPMO 01951.9 "OPE-N-LATTICE STRUCTURES �-n RAFTER, SEE TABLE �+ FOR SIZE ` AND SPACING i w w N SEM SCHEDULE �XisTOJ./NG 19(1/zp/NG NOTE: THIS OPEN MAY NOT BE OVERED. LATTICE -TYPE STRUCTURE SEESCHEDULE GeU�/NG ? N MAX O.H. O.H ^ 25% OF SPAN o Q °O' • 9 k RAFTER, SEE TABLE �Dp Ofd FOR SIZE AND SPACING J G �S° "e I—Z F 60� O MAX. O.H. -A w �OpSS% OF SPAN m T G a w re � r � 6oG_ Spgc/NG' U � _ U o� cy - GE w LENGTH OF STRUCTURE VARIES OV Rye, �EiOG G 30 0 Cil POST WITH SIDE PLATES Po SEE DETAIL 41gk `sFFTgsogC/ G LENGTH OF STRUCTURE VARIES "ANG a a 9� N 3 1/2' SLAB ATTACHMENT �S MAY BE USED WHERE ApS POST WITH SIDE PLATES 1F o c NOTE: EACH COMPONENT IS, INTER- sFFT sOgc/ SEPERMITTED. SC EDULE SFFTq`spgC/ SEE DETAIL m o CHANGEABLE WITH ANY OTHER q6� NG l� e�F NG ci COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED, NOTE: EACH COMPONENT IS INTER- 3 12• SLAB ATTACHMENT o z SEE SCHED. FOR FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER S�S� Sp MAY BE USED WHERE a N NOTE: THIS OPEN LATTICE -TYPE STRUCTURE COMPONTENT UNLESS OTHERWISE SHOWN. Frq gc/NG �` PEER PERMITTED. o MAY NOT BE COVERED. _ FOOTING WHERE REQUIRED, J SEE SCHED. FOR FOOTING CUBE SIZE LATrICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE TYPE "E" ATTACHED SINGLE SPAN * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. SEE SHTuJ CO * . 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. U T 5� W� CL r- ow NOTE THIS OPEN LATTICE -TYPE STRUCTURE RAFTER SEE TABLE MAX. tea• MAX PROD. MAY NOT BE COVERED. FOR SIZE SEE SCH U NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE AND SPACING MAY NOT BE COVERED. ?S MAX O.H. 0'H RAFTER, SEE TABLE E$ $p FOR SIZE 25% OF SPAN AND SPACING > _E SLL u pgc/^G G ?So X41 MAX O.H. C; O� O1'AA 25% OF SPAN v7 U I- R XI I H gyp. F- y O m 'S waa. Lug 6 LENGTH OF STRUCTURE VARIES O aVG & c�Nm ?4 � a0mm O POST LENGTH OF STRUCTURE VARIES (, 'OOSCTI DET SEE POST DETAI S�c� �9eS�AgC/N w n POST CR SS -SECTION, o MAYBE USED SPoST uj SEE POST DETAIL, > 5;Z m NOTE: EACH COMPONENT IS INTER- pp TO CONSTRAIN FFT spq m Z a CHANGEABLE WITH ANY OTHER FOOTING, SCHEDULE EE c/ 3 � COMPONTENT UNLESS OTHERWISE SHOWN. 96�FaN 31rr FLAB MAY BE USED N NOTE: EACH COMPONENT IS INTER- °QST TO CONSTRAIN CHANGEABLE WITH ANY OTHER SFFT spgc ULE EE SCHED FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. /NG �� SEE SCHED. FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE U- 0 N TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE wN 12-13VAPMO PATIO COVER 11-15-131.dwa. 1127/2013 9:43:51 PM. Tabloid - ATTACHMENT CHANNEL ALUMINUM SEE DETAIL ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - * SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. �< SEE SCHEDULE - SOLID:PANEL OF S�UC RoT BF � s �AR�fs MAX HT.- 12 POST AND AT END BAYS. FOOTING WHERE REQUIRED 4 SEE SCHEDULE sf• 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 * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLAT ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O _ SP.� "O.H." NOT TO EXCEED 25% OF SPAN . SEE.DETAIL FOR SPLICE`" POST Sp .. . Sff SCHFD�CG SQ. POSTS, SIZE VARIES ALTERNATE:- 31/2" -SL AB Y. SINGLE POST MAY BE USED SEE SCHEDULE TO CONSTRAIN 'FOOTING, SEE SCHEDULE EQUIRED - - -FOOTING WHERE REQUIRED- SEE SCHEDULE FOR. .. SEE - FOOTING CUBE SIZE . , .. 12 x 9" STEEL ROD UCTURES ATTACHMENT CHANNEL ALUMINUM SEE DETAILS ROOF PANEL MIN. 0.25" SLOPE PER FT SEE SCHEDULE FOR SPANS "O. H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - * SQ. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT �< MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' FOOTING WHERE REQUIRED SEE SCHEDULE FOR FOOTING CUBE SIZE sEf ALTERNATE: SINGLE POST SEE SCHEDULE V/. THF PRO E f s 'Nj, s Cn0/ l L4N -OPTIONAL: CANTILEVER SEE SCHEDULE FOR POST SPACING 25%b Op NOTE! -NO SPLICE AT THIS ,. POST AND AT END BAY NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. F - - TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2" SIDE PLATES. z ul w w z ZC7o �r uj U o � U d o6 z J O Lu ow mVi -w o U U _ U 0.v w w 0 O V as c;46 N O_ N � o° 0 r O x J S J W W W a r 0 � y CENG [E NG Tli pFSTRUC ALUMINUM 3.H REV I ROOF PANEL MIN. 0.25" SLOPE PER FT. O•H C1URf E /FS SEE SCHEDULE $ FOR SPANS _ m 9 O.H. gPA gPA --- "O.H." NOT TO EXCEED 25% OF SPAN < Z W �61�j P 00 SEE DETAIL FOR SPLICE co z �j OPTIONAL: CANT LEVER BEAM POST OPTI NAL: CANT LEVER B > 0. w SEE SCHEDULE FOR Sf f `SPA(,'/NG, SEE SCHEDULE FOR U a POST SPACIN = SQ. POSTS, SIZE VARIES SCHfO�ICfs P T SPACING O \-O aaoc 25� OP PqN ffD NALTERNATE: 25 ° OFSP Cf 3 1/2" SLAB SINGLE POST fp NOTE O SPLICE AT THIS MAY BE USED SEE SCHEDULE Y� o NOTE O SPLICE A THIS POST D AT END BAYS. TO CONSTRAIN z FOOTING, SEE POST DAT END BOYS. w I z - SCHEDULE Ym z o z� ..� 3..w FOOTING WHERE REQUIRED _ ._ _--- - _- _ o.ir SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER=I+L7 % `�' F- NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER 12 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER • o COMPONTENT UNLESS OTHERWISE SHOWN:' !� i"+ COMPONTENT UNLESS OTHERWISE SHOWN, i I , 3 u O O TYPE "C" FREESTANDING W/ CANTILEVER OPTION. .�.' `'�"� ;TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION ul lserslde111DocumenblDURALUMUAPMO 019519-12-13W1PMO PATIO COVER 11-15.131.dwg, 11/Z7/2013 9 7:42 PM, Ta=id i S�pNAL ,6- v,GENs�o c2 1'4808 � ;�GINEi , � •�TH0,MAS1. '•.< E Exp: CIVIL see Q.18�ti� PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS. INC. GENERAL NOTES: L,CODE, 2013,CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEL7-10-MINIMUM DESIGN LOADS,FOR BUILDING&AND-CITHER. STRUCTURES AND THE 2010: ALUMINUM MANIA[ ADM 1-10. �^- .-i 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. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL. UNDISTURBED SOIL OR CERTIFIED FILL. 8. AN ATTACHED COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO AND A MAXIMUM COLUMN LOAD OF 750 POUNDS. 9. 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. 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.32. DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER 10' PROJECTION. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG 50 SQUARE FEET, WHERE COVER ATTACHED TO OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" AND 'PARTIALLY ENCLOSED; RESPECTIVELY, IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 17. THE RATIO (WP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT) SHALL NOT EXCEED ONE (1). 18. THE RATIO (L/P), COVER LENGTH (L, FT.) DIVIDED BY THE 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 DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS 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. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A,307. ALL BOLTS SHALL HAVE STANDARD -CUT 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 -2526 FOR CONCRETE AND FOR MASONRY). 26. 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 COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 15052, EXCEPTION 2. 29. SIMPSON SDS25412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT ESR -2236. MULTISPAN ROLL -FORMED ROOF PANELS REQUIRE SITE SPECIFIC ENGINEERING. FOR SNOW DRIFT DESIGN SEE SHT50 Usersldell\Documents\DURALUMWMO 01951412-13VAPMO PATIO COVER 11-15-13 2.dwg, 11/28/2013 3:40:34 AM, Tabloid DESIGN REQUIREMENTS RESIDENTIAL APPLICATIONS - CBC AND IBC_CHAP_TER 16, -CBC -&_IBC -APPENDIX CHAPTER 1, '"CRC AND, IRC APPENDIX CHAPfER-H. - `--1-�- ROOF LIVE AND, SNOW LOADS: 10 20_AN_D 30 POUNDS PER SQUARE FOOT. COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ROOF LIVE AND SNOW LOADS: 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF. ADDITIONAL DESIGN REQUIREMENTS: 1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 psf. 2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C. 3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR II, 1.0. 4. SEISMIC BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER, 5. SEISMIC DESIGN PARAMETERS: IMPORTANCE FACTOR: 1.0 SITE CLASS: D SEISMIC DESIGN CATEGORY: D MAPPED SPECTRAL RESPONSE COEFFICIENTS: S s=1.50, S, = 0.6, Sus= 1.0, S ,r 0.50 RESPONSE MODIFICATION FACTOR, 87.25 6. EQUIVALENT LATERAL FORCE PROCEDURE. T. DESIGN ASSUMPTIONS: A. MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE (AVERAGE): 20' B'LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10' 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 SHEET AND GENERAL NOTES. B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER 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. DECEIVED MAR 2 7 2014 CITY OF LA•QOINTA COMMUNITY DEVELOPMENT SHEET INDEX SHEET #. SHEET TITLE / DESCRIPTION T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES 1 ............SOLID PANEL STRUCTURES 2 ............OPEN LATTICE STRUCTURES 3-4 .........PANEL SPANS TRI -V, W -PANEL & FLAT PAN 5 ............MINIMUM FASTENERS / FAN BEAM 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 7 ............HEADER BEAM TYPES, COLUMN / POST TYPES 8 ............EXISTING EAVE CONNECTION DETAILS 9 ............HANGER CHANNELS AND MOUNTING BRACKETS 10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS 11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS 12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 13-16 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH 17-20 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH 21-24 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH 25-28 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L. 110-130 MPH 29-32 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH 33-36 ......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH 37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH 39A0 .....:LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH 41-42 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH 43-44 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L, 110-130 MPH 45-46 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH 47-48 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH 49 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS 50 ...........SNOW DRIFT DESIGN