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14-0386 (PAT)00.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 14-00000386 " Property Address: 43210 PARKWAY ESPLANADE E APN: 609-380-999-86 -293234- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 9310 Applicant: Architect or E gjneer: 4 ���VINW BUILDING & SAFETY DEPARTMENT BUILDING PERMIT -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70 01 oDion 3 of th Business and Pro sionals Code, and my License is in full force and effect. LicensWCfvisi I 51 C8 License No.: 937811 Date:ontractor I - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjur that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the -applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed _ pursuant to the Contractors'. State License Law.). - (_ I I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.)." Lender's Name: _ Lender's Address: LQPERMIT Owner: DOWDLE RESIDENCE 43210 PARKWAY ESPLANADE EAST LA QUINTA, CA LA QUINTA,'CA 92253 "IODr Contractor: VALLEY PATIOS 37897 CHESTERFIELD STR BERMUDA DUNES, CA 9220 (760)534-4634 Lic. No.: 937811 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/07/14 f— ADY QF A �ilP�V7A ------------------ 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 SOUTHERN INS CO Policy Number PWC006609-13 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 he workers' compensation provisions of Section 0 of the Lab Code I shall forthwith o ply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE OR ERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMI 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 fora 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 whosebenefit work isperformedunder or pursuant to any permit issued as 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 pert, ormed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and. c my divan ,as and state laws relating to building construction, and hereby authorize representatives /of this cou ty to t r upon the above-mentioned pr erty for inspection purposes I Date: nature (Applicant or Agent): Application Number . . . . . 14-00000386, Permit . . . PATIO COVER 2013 Additional desc . Permit Fee . . . . 95.81 Plan Check.Fee .00 Issue Date Valuation . . . 9310 Expiration,Date 10/04/14 Qty Unit Charge Per Extension 1.00 95.8100 EA MISC PATIO COVER, STD 95.81 Special Notes and Comments 14LNFT X 14 LN FT SOLID & 15LN FT'X 14 LN FT. LATTICE PATIO TOTAL 700 SQUARE FEET PER 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 Iain # City 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: 2� Q Owner's Name: A. P. Number: �S11 Address: Legal Description:b S City, ST, Zip: Contractor Telephone: lQO' Address: Project Description: City, ST,Zip: f IXz Telephoner \Q - _ L ' >:is>.;;;;:.;:;.;:;;:;;<:>::s ::::: ::::;zv;:;:.: State Lic. # : d City Lic. #: • Arch., Engr., Designer: �` ' Address: l 1.4 City., ST, Zip: \��( Telephone: Constructionn T pe: Occupancy: cY •Y Project type (circle one): New Add'n Aster Repair Demo State Lic. #::: Name of Contact Person: Sq. Ft.:—�o O . # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: ©� APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balan:e Title 24 Calcs. Plans.picke'd 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 I _ S.M.I. II.O.A. Approval Plans resubmitted Grading IN HOUSE:- 3,4 Review, ready for corrcctionsrissue Developer ImpactFee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees i Page 1 of 1 _ Esplanade - , • clo Desert Reso'rt'M anagement, Inc. 42635 M el ani a R ace Palm Desert, CA 92211 Customer Care 760-346-1161 Fax: 760-34('x9918 Website www.drminternet.com Date Jun 20, 2013 Proj ect Ref: [ 52911264] 43210 Parkway Espl anade . E Brian A. Dowdle 43210 Parkway Esplanade E. La Qui nta CA 92253 Dear Brian A. Dawdle; For the listed project item(s): ' Pod,. am pleased to inform you that the Esplanade Architectural Committee tics approved your application with the fdlovAngstipulations 1. The patio cover may not extend above the top of the eve's The approval i s Contingent upon compliance with the speci f i cati ons set forth in the approved appligtion. if your change or addition requires a county, city or state permit, it is the responsibility of the homeowner to obtain this before starting construction. R ease retai n thi s l etter i n your f i l es. I f you have any questi ons regardi ng thi s matter, please contact Customer Care at 760-346-1161 or a-mai I us at Si ncerely, , Esplanade i ***EST OCUMENTO ESIMV UY IMPORTANTE. SI USTED NO PUEDE LEER INGLES, POR FAVOR CONS GA A ALGUIEN PARA QUE LE TRA DUZCA ESTE DOCU M ENTO* * * http-//www. hoaarc.com/ArcCommonResouroestDocuments/Proj ectDocumentst94/819f8ad... 3/31/2014 •- .' Driveway Dowdle Residence 43210 Pkwy Esplanade East La Quinta, CA 92253 - Proposed Alumawood Patio Cover 50' Solid Roof Patio Cover Solid Roof 14' Patio Cover I' >�����• Pool 25' SPLICE WHERE iCCURS- 0.075= TYP. ®1�m ��YUM. MAG BEAM. ALLOY .. 6063-T6 BEAM TYPES 10, 20, 25, 30, 40 & 50 # L.L. B 6.5" ROLLFORM ALUM. ALLOY . 6063-T6 SPLX WHEF OCCUF - 01 r C 4" I -BEAM ALUM. ALLOY 6003 -TO GUTTER EXT. QIP SPLICE WHERE OCCURS 1.00' i 4.6• 0.14" R—J 711 .065' 1.. -TYP. TMP•1 0.28' � . 4.5" MAG GUTTER `D ALUM. ALLOT' 6063-T6 8.0" 0.04r . TYP. F - 1 1 F�-3.0'—�f1•Ijj 3"x8"x0.042 BEAM ALUM. ALLOY 3004 H36 OR EQUAL i 5" o3_�_STEFI RFS ASTM A653 GRADE 40 &R@L_3`.x8"x0.042" BEAM ALUM. ALLOY 3004 H36 OR EQUAL T=12 OR _ ASTM -- GRADE 50 " TYP -' yN, ALUM. 13'-7" 5' 20# LIVE LOAD - 110,120,130 MPH - EXP. B & C 6.5" ROLLFORM „ ALUM. ALLOY z w 9'-7" 29 G 8'-10" 30 H F- 5 , 6063-T6 2 .00CURS ALLOY 0 w c W Z Y m' Z z W z a 4? o o rn 11'-4" ATTACHED SOLID . I FREESTANDING SOLID } V z o W N J r MAX.POST FfG 6053-M MAXPOST FTG MIN. 7 a.0• MAX.COL. OSPACING x o~ 6.656• $ 7.0- 6'-4" 31 LD_ 3 (SPACING IN) 6'-2" SPACING (IN) POST M3: 6'-7" 30 H 0.119, 2 ON SLAB * ATTACHED SOLID (SPAN) TYPE (SPAN) TYPE a 0016 01 6 U TYR Q m a 9'-9" 17 B 9'-9" 27 G 0.032' TYR 6.5" L.L Fr _ 0.375' IL ---- 4 2 PACING 9'-9" 19 9'-6" POST SPACING 1.75' .• 3.0- MAX. i�-2.0'� I 7" I -BEAM Z W Ct Q /T`,,DBL. 2"x6.5"x0.032" r ' ALUM. ALLOY 8'-10" 17 F ALUM. ALLOY 3W"36 6063-T6 G OR EQUAL %Gl.. W/ (1) "C". INSERT TYPE 8'-10" 19 ALUM. ALLOY 6063-T6 W/ (2) "C". INSERTS r ALUM.ALLOY 6063-T6' 91$w 18 GUTTER EXT. QIP SPLICE WHERE OCCURS 1.00' i 4.6• 0.14" R—J 711 .065' 1.. -TYP. TMP•1 0.28' � . 4.5" MAG GUTTER `D ALUM. ALLOT' 6063-T6 8.0" 0.04r . TYP. F - 1 1 F�-3.0'—�f1•Ijj 3"x8"x0.042 BEAM ALUM. ALLOY 3004 H36 OR EQUAL i 5" o3_�_STEFI RFS ASTM A653 GRADE 40 &R@L_3`.x8"x0.042" BEAM ALUM. ALLOY 3004 H36 OR EQUAL T=12 OR _ ASTM -- GRADE 50 " TYP -' 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT DBL. 3"x8"4.042" BEAM . W/ DBL. -14 GA. STL. INSERT N ATTACHED & FREESTANDING SOLID COVERS 13'-7" 5' 20# LIVE LOAD - 110,120,130 MPH - EXP. B & C 6.5" ROLLFORM „ ALUM. ALLOY z w 9'-7" 29 G 8'-10" 30 H F- 5 , 6063-T6 2 ALUM. ALLOY 3004 H36 OR EQUAL ... DBL. 3"x8"x0.042" BEAM ,, W/DBL. 12 GA. STL. INSERT �, _ ALUM. ALLOY 3004-H36..__. OR EQUAL . tla 0 w c W Z Y m' Z z W z a 4? o o rn 11'-4" ATTACHED SOLID -10" 19 8'-T 22 I FREESTANDING SOLID } V z o W N J r MAX.POST FfG MIN. MAXPOST FTG MIN. 7 a.0• MAX.COL. OSPACING x o~ In U3 $ 6'-4" 31 LD_ 3 (SPACING IN) 6'-2" SPACING (IN) POST M3: 6'-7" 30 H 111 2 ON SLAB * ATTACHED SOLID (SPAN) TYPE (SPAN) TYPE a 0016 01 6 U MAX.COL. Q m a 9'-9" 17 B 9'-9" 27 G 5, MIN. L.L Fr _ G 2 PACING 9'-9" 19 9'-6" POST SPACING o .• O 1 6 Z W Ct Q 111 ww 'f 61 8'-10" 17 B p28 8'-10" 2V G TYPE r TYPE 8'-10" 19 8'-8" 28 g u r a o = 91$w 18 B 8'-3" 29 G 7 w 13 -7 1 5 E7r 3" 20 B 8'1" 29 28 n V �QV-60" E8'-33' 9'-7" 20 9'-2" 29 ¢•6z"F W o a ,1 1 1'-Y" 20 8'-10' T-7" 29 V 8'-10" 28 G 69"5z � 0 7'-7-w 9. 18 T-3" 21 C 7'-3" 30 7'-2" 30 G 9, 28 7'-0" 19T-0" C 30 H 10' 8'-3" 19 B 8'-3" 29 G 7 W W 6'-9" 30 8'_2 6'-2" . 11' 6'-8" 19 C 6'-8" 30 H 11 • 8' . T -s" , s e �'-s" 29 6'-6" 31 $, 2 a o 5'-8" 12' 6'-4" 19 C 6'-4" 31 H 12 ...I 7'-7" 6'-4" 22 T-3" s' -r 31' C 7'-3" 30 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT DBL. 3"x8"4.042" BEAM . W/ DBL. -14 GA. STL. INSERT N a c G 13'-7" 5' 9'-9" 19 9'-4" 21 B 9'-7" 29 G 8'-10" 30 H F- 5 , a o m_ 12 `� ASTM GRADE 50 3"x8"x0.042" BEAM 12 GA. STL. INSERT ASTM GRADE, 50 _ ALUM. ALLOY 3004 H36 OR EQUAL ... DBL. 3"x8"x0.042" BEAM ,, W/DBL. 12 GA. STL. INSERT �, _ ALUM. ALLOY 3004-H36..__. OR EQUAL . tla 0 w c W Z Y m' Z z W z a 4? o o rn 11'-4" 61 -10" 19 8'-T 22 B 8'-9" 28 30 G 1 6 9'-$" 7' [8'-3"" 20 8'-0 . 22 B 8'-2" 29 7'-r 29 G 7 a.0• $G 20 23 B C p _ 7' 1" 29 $ 6'-4" 31 O 6'-2" 11 01 W� C 6'-7" 30 H 111 EXPOSURE B FIGURE INDICATES x ATTACHED SOLID I FREESTANDING SOLID N 6'-4" 24 MAX.COL. Q m a MAX -POST SPACING FTG MIN. MAX -POST FTG MIN. x j p Fr _ 2 PACING 12 (IN') POST SPACING (1N•) ON SLAB* �: (SPAN) TYPE (SPAN) TYPE w 13 -7 1 5 9'-9"• 17 B 9'-9" 28 n V 5, O 9'-7" 20 9'-2" 29 ¢•6z"F W o a ,1 1 1'-Y" 61 8'-10' 18 B 8'-10" 28 G 69"5z N 8'-9" 21 8'-4" 28 xco !� 9'-8" 7, 8'-3" 19 B 8'-3" 29 G 7 W W 8'_2 2, T-9- 28 0< m 8'-6" 8' . T -s" , s e �'-s" 29 G $, T-8" 22' C 7'-4" 29 ...I 7'-7" g' T-3" 19 C 7'-3" 30 G 9, J T-3" 22 6'-10" 29 E 10' T-0"' 20 C+ T-0" 30 H 10 m E O 6'-10" 22 6'-7" 30 G m _. N 6'-2^- `11' _ 6'-8- 20 C 6'-8" 31 H .11 LL 6'-T 23 6'-3" 30 o m � F m 8.0'. _ w 5 -8 - 12 6'-4" 20 ' C 6'-4" 31 H 12 a z W m .Z R _ 6.�w 23 6'-1" 31 ILL! wm F- U) 0 = ATTACHED SOLID FREESTANDING SOLID } x lox o 2 ? t MAX.COL. m SP CNG POST FTG. SPACINGT FTG. m o 0 O � m T 2 ING 3 (I"•) OST (IN) PMIN.OST W ON SSPAC LAB * F (SPAN) TYPE (SPAN) TYPE �'� Q c. 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT DBL. 3"x8"4.042" BEAM . W/ DBL. -14 GA. STL. INSERT N a c G 13'-7" 5' 9'-9" 19 9'-4" 21 B 9'-7" 29 G 8'-10" 30 H F- 5 , a o m_ 12 `� ASTM GRADE 50 3"x8"x0.042" BEAM 12 GA. STL. INSERT ASTM GRADE, 50 _ ALUM. ALLOY 3004 H36 OR EQUAL ... DBL. 3"x8"x0.042" BEAM ,, W/DBL. 12 GA. STL. INSERT �, _ ALUM. ALLOY 3004-H36..__. OR EQUAL . O M r 0 w c W Z Y m' Z z W z a 4? o o rn 11'-4" 61 -10" 19 8'-T 22 B 8'-9" 28 30 G 1 6 9'-$" 7' [8'-3"" 20 8'-0 . 22 B 8'-2" 29 7'-r 29 G 7 8 -6 $G 20 23 B C p _ 7' 1" 29 $ NOTE: _..1 FOOTING SHOWN REPRESENTS LENGTH OF 9, EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. C WHERE SLAB OCCURS, CUBED FOOTING SIZE *THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN SHT. 10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. .._...1.mevMA 01951412-1I1IAPMTI PATI) rnVFR 11_1L1A 1 ron"m ,f,— 11mMI.211.1e-t0 OU 11 . 17 _..1 T-7" 9, T-3" 20 C T-2" 30 G 9' FOOTNOTE: "SAMPLE" J T-1" 23 6'-8", 30 H in w 6 -9 10 21 C 6'-10" 30 H 10 ,� o FIGURE INDICATES 0 6'-8" 23 6'-4" 31 O 6'-2" 11 6'$" 21 C 6'-7" 30 H 111 EXPOSURE B FIGURE INDICATES N < w EXPOSURE C 6'-4" 24 6'-1" 32 1 = 5'-8" 121 6'-4' 22 C�Ef-10'13�3�3 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 6 -2' 24 — spm\dell\Domments\DUHALUM\IAPMO 0195\9 ATTACHED & FREESTANDING SOLID'COVERS - 10# LIVE LOAD - 110,120,130 MPH - EXP. B &C 3"x8"x0.042" BEAM 3"x8"x0.042"BEAM., DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3004-H3 OR EQUAL W/ 14 GA. STL. INSERT �W/l STL. INSERT ASTM GRADE �W/DBL.LL14 GA. STL. INSERT NOY W/ DBL. 12 GA. STL. INSERT O aUM.ALLOY 50 GRADE 50 3004-H3OR EQUAL ALUM. ALLOY 3004-H3 OR EQUAL w z } F ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING $OLID ATTACHED SOLID ; FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID (j b o W N MAXCOL. D o E2 — . MAX.POST FTG SPACING MIN. POST MAXPOST FTG MIN. SPACING POST MAX.POST FTG SPACING MIN. POST MAX.POST FTG. SPACING MIN. MAX.POST FTG. POST SPACING jpmISN� O MAX.POST FTG MIN. SPACING POST MAX.POST FTG SPACING MIN. MAX.POST FfG. MIN. MAX.POST FTG. MIN. MAX POST FTG. MIN. j p = ON SCLAB i, '105 (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (IN.) POST TYPE SPACING (IN.) POST SPACING ) (IN. POST SPACING (IN) POST m a G 0, (SPAN) (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE 0: O Ir a r n -7 r 5 19'-3" 21 C 19'-0" 31 H 18'-4" 21 C 18'-4" 31 H 20'-1" 21 C 20'-1" 32 1 25'-1 23 25'-1 34 28' " 24 28' 35 "' U 18' 23 1T-8" 33 J 18'x" 23 1T-8" 33 J 24 19'-4" 33 J 5'-10' 26 E 4'-10 36 `� 28'-4" 27 E 2T-3" 37 5� z O 11'-4" 6' 17'-7" 22 C 17'-7" 31 H 16'-9" 21 C 16'-9" 30 H 18'-4" 22 C' 18'-4" 31 H 23'-8" 24 E 23'-8" 33 25'-1 25 25'-1 34 J W 2 r 16'-6" 24 16'-1" 32 I 16'-9" 24 16'-2" 32 1 18'-4" 25 17' 8" 33 J 23'-8" 27 22'-9" 35 `� 25'-10" 27 E 4'-10" 36 J 6' a W q 16'-3" 22 C 16'x" 30 i 15'-7" �- " 22 C 15'-7" 30 fi 17'-1" _" 22 CES 17'-1" 31 H 22'-0" 24 22'-0" 33 24'-0" 25 4'-0" 34 o = 15'-3" 24 15'-0" 31 15 7 24 15'-0" 31 ti1T-1 25' 16'� 32 I " 22'-0" 27 E 21'-1" 34 J 24'-0" 28 E 23'-1" 35 J 7, Z 8,-6n 8, 15'-3" 23 E 15'-0" 31 H 14'-T 22 E 14'-7" 31 16'-0" 23 E 16'-0" 31 I 20'-7" 25 20'-7" 34 22'-6" 26 22•-0" 34 ° 14'x" 25 14'-0" 31 14'-7" 25 14'-1" 31 16'-0" 26 15 4" 31 20'-7" 28 E 19'-9" 34 J 22' 6" 29 E 21-7" 34 J 8, J 7,_7n 9' 14'-43'-7" 225 E 14' 331 1 13'-93_9" 226 E 13'-93'-3" 331 H 15'-115.-1" 226 E 15'-114'-s" 332 � 19'9'-4" 229 E 19' 21'- 229 21'- 335 J 13'-2" H 18'-7" 34 J 21�-2" E 20'-4" J 9' v 6'-9" 10' 13'-8" ,-10" 226 E 13'82'-7" 331 I 13, E 13'-12.-7" 331 1 �q, 227 E 14'-3; 332 18'-48'x" 229 E 18' ;.7.-0" 3 20'-120,-1" 23p 20' 1" 335 O H 13'-1" .226 H 14'-3" 3'-9" J E J 10' r' n 6-2 r 11 13'-1" 24 E 13'-1" 32 J 12' 6" 24 E 12'-6" 32 13'-8" 24 E 13•-8" 33 J 17'-7" 26 E 17'-7" 35 19'-2" 27 19'-2" 36 x 12'-3" 26 12'-0" 32 I 12' 6" 26 12'-0" 32 13'-8" 27 13'-1" 32 17'-7" 30 6'-10" 35 J 19'-2" 30 E 18'-6" 35 J 110. 5'-8" 12' 12'-6" " 24 E 12'-6" 33 J 12'-0" 24 E 12'-0" 32 J 13'-1" 25 E 13'-1" 33 J 16'-9" 27 E 16'-9" 35 18'-4" 28 18'-4" 36 tL 11'-9 27 11'-6" 32 I 12'-0" 27 11'-6" 32 I 13'-1" 28 12'-7" 33 16'-9" 30 16'-2" 35 J 18'-4" 31 E 17'-8" 36 J 12, a a n O" J 0 } ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >3 MAX.COL. o m — 3 MAX.POST SPACING �G' MIN. POST MAX.POST MIN. SPACING �G' POST MAX.POST SPACING �G' MIN. POST MAX.POST MIN. MAX.POST SPACING �G' POST SPACING FTG. MIN. POST MAX.POST SPACING FTG MIN. MIN. MAXPOST SPACING MIN. MAX.POST FTG. MIN. MAX.POST �C'' MIN. MAX.POST FTG. MIN. ~ ~ O o x ON SCLAB * (SPAN) (I"') TYPE .(SPAN) (I"') TYPE (SPAN) (I"') TYPE (SPAN) (I"') TYPE (SPAN) (IN') TYPE (SPAN) (IN.) POST TYPE (IN. (SPAN) (IN') POST TYPE SPACING (IN.) POST SPACING (IN.) POST SPACING (I"') POST m it ^= LL (SPAN) TYPE (SPAN). TYPE (SPAN) TYPE � 13'-7" 5' 19' 16'-6" 224 C B _ 19' 16'-1" 334 J 18' 224 �/ 18' 334 J 20'-1;g�-0^ 225 C 20'-1" 33 J 25'-1 " 24 E 25'-1 36 J 28' 4" 25 28'-4" 37 J 17'-4" 7'-0" 18'-6" 35 24'x" 27 3'-10 37 26'-8" 28 E 26'-1" 38 K 5, O 11'-4" 6' 17'-7" 23 25 C 17'-7" 32 1 16'-9" 22 C 16'-9" 32 I 18' 4" 23 C 18'x" 33 23'-0" 25 E 23'-8" 35 5'-1 26 25'-1 36 � o rzn o N 15'-1" 14' 8" 33 J 5'-10" 25 15'-6" 33 J 17•x^ 26 17'-0" 34 `� 22'-3" 28 21'-9" 36 J 24'-4" 29 E 23'-9" 37 J 6 !�U. ,_ n 9 8 7 16'3" 23 14'-0" 25 C 16'-3" 32 13'-8" 15'-7" 23 C 15'-7" 31 H 17'-1" 23 E 17'-1" 32 I 22'-0" 26 E 22'-0" 34 J 24'-0" 26 24'-0" 35 w w 32 14'-8" 26 14'-4" 33 J 16'-1" 26 15'$" 33 J 20'-8" 29 20'-2" 36 22'-7" 29 E 22'-1" 37 J 7 Nam m 8'-6" 8r 15'-3" 24 E C 15'=3" 31 H 14'-7" ^ 23 E 14'-7" 31 H 16'-0" 24 E 16'-0" 31 I 20'-7" 26 E 20'-7" 34 22'-6" 27 E 22'-6" 34 13'-1" 26 12'-9" 32 I 13'-9 26 13'-6" 32 I 15-1 27 14'-8" 33 J 19'-4" 29 18'-10 35 J 21'-2" 30 21'-8" 36 J 8, J 7'-7" g' 14'-4" 24 E 14'-4" 32 1 13'-9" 24 E 13'-9" 31 H 15'-1" 25 E 15'-1" 32 ( 19'-4" 27 E 19'x" 34 21'-2" 27 21'-2" 35 e .I 12' 4" 26 12'-1" 31 H 13'-0" 27 12'-8" 32 I 14'-2" 27 13'-10" 32 18'-3" 30 17'-10 35 J 20'-0" 31 E 19'-6" 35 J 9r 6'-9" 10' 13'-8" 25 E 13'-8" 32 I 13'-1" 24 E 13'-1" 32 I 14'-3" 25 E 14'-3" 32 18'-0" 27 E 18'x" 35 20'-1" 28 20'-1" 35 m E O 11'-8" 27 11'-6" 31 H 12'x" 27 12'-1" 31 H 13•-0^ 28 13'-2" 32 17'x" 30 17'-0" 34 J 19'-0" 31 E 18'-6" 35 J 10, m 3 r" 6'-2" 11, 13'-111-2" 227 E 13'-11•-0" 331 J 12'-61'-9" 228 E 12'-1 13'-8"2'-10" 228 331 1 E 13'-812,-7" 332 J 17'- 231 E 17'-76.2" 3� 19' 232 19'-217,-8" 335 H V-6" H 6'-7" J 18•-1" E J 11' U�- o n 5-8 112 12'-6" 25 E 12' 6" 33 J 12'-0" 25 E 12'-0" 32 J 13'-1" 26 E 13'-1" 33 J 16'-9" 28 E 16'-9" 35 18'-4" 29 18'-4" 36 . Q ¢ z L 10'-8" 27 10'-6" 31 H 11'-3" 28 11'-1" 32 I 12'-1" 29 12'-1" 32 5'-10" 31 15' 6" 35 J 17'x" 32 E 17'-0" 36 J 12 W F U<c P v7�NQ O Lu = ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } > a a MAXCOL m 3 MAXPOST FfGMIN. SPACING POST MA CING FTG SPACING MIN. POST MAX.POST FTG SPACING MIN. POST MAX.POST FTGFTG.MAXPOST SPACING SPAC FTG - MIN. MAXPOST FTG MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. j o Q O�z� U � Ag O J a 2 = ON SCLAB # (SPAN) (114.). TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.)- POST NG TYPE (I"') POST TYPE SPACING (I"') POST SPACING (IN') POST SPACING (IN.) POST SPACING (INJ POST SPACING (IN.) POST m 3 m (SPAN) (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE 0 ¢ U N c' 13'-7" 5' 18'-415'-1" 224 C B 18' 335 J 18'-5_,16'-0" 225 C 18' 35 J 20'-1174" 226 C 19'-8 336 J 25'-22'-4" 228 E 25'-31'-10 338 J 28' 228 27'-24'-0" 339 14'-9" B S'-7" 7,-1" K 24'-6" E J 5' 6' 16'13'-10" 225 (; 16'-93'-6" 3� J 16'- �_7" 2Z6 C 16' 6 334 J 18' 226 C 18'-0"5'-7" 35 J 23'-8"20'-6" 2Z9 E 6 23'- Zp.-1" 337 2 5' 230 2521.-10" 338 M a -3" 5'-10" J ���" E J 6' ? r 9'-8" 7, 15'-7" 24 26 C 15'-6" 33 12'-7" J 15'-7" 24 C 15'-3" 33 J 17'-1" 25 C 16'-8" 33 J 22'-0" 27 E 21'-6" 36 J 24'-0" 28 23'-6" 37 W .. m Z co 12'-9" 33 13'-6" 26 13'-2" 34 14'-9" 27 14'-6" 34 19'-0" 29 18'-7" 37 20'-9" 30 E 20'-3" 38 J 7 z wtv 8'-6" 8' 14'-7" 25 E C 14'-6" 32 I 14'-7" 25 E 14'-3" 32 1 16'-0" 25 15'-7" 33 J 20'-7" 28 E 20'-1" 35 22'-6' 29 22'-0" 36 ' 3uiJu. a ' 12'-0" 26 11'-9" 33 J 12'-8" 27 C 12'x" • 33 J 3'-10" 28 13'-6" 34 17'-9" 30 17'-4" 36 J 19'-6" 31 E 19'-0" 37 J 8 oom¢ _1 7 -7 " r 9 13'-9" 25 E 13'-8" 32 13'-9" 25 E 13'-6" 32 1 15'-1" 26 E 14'-8" 32 1 19'-4" 28 E 19'-0" 35 21'-2" 29 20'-8" 35 , _I 11'-4" 27 11'-1" 32 12'-0" 27 11'-8" 33 J 13'-1" 28 12'-9" 33 J 16'-9" 31 16'x" 36 J 18'-4" 32 E 18'-0" 36 J 9 6'-9" 10' 13'-10.-9" 227 E 13'-00-7" 332 ' 13' 1" 228 E 12'-9;--1" 332 I 14'-12.-2" 229 E 14'-0 333 I 18'6'-0" 231 E 18'-05._7" 345 ZO'-117.-4" 332 19'-8 336 , LL O 2'-1" J J E 7.-1. J 10' o r n 6 -2 11 12'-6" 26 E 12'-6" 32 12'-6" 26 E 12'-2" 32 13'-8" 27 E 13'-4" 33 17'-7" 29 17'-2" 35 19'-2" 30 18'-9" 36 10'-3" 28 10'-9" 32 0'-10" 28 10'-7" 32 11'-1" 29 11'-7" 32 `� 15'-2" 32 E 4'-10" 35 J 16'-7" 33 E 16'-0" 35 J 11 W 5'-8" 12' 12'-9" 228 E 11'-19'-8" 333 I 12'-0 0.2" 2Z9 E 11'-8 0'-2" 333 1 13' 229 E 12'-9" 333 J 16'-9 332 E 16'-6 4'-3" 334 J 18' 31 18'-015,-7" 335 co 10" . x J J 10'-2" 1 •-1 " 4'_T 15'-10" E J 12' LATERAL FORCE RESISTING SYSTEM .a. AS AN ALTERNATE FOR ATTACHED COVERS, THE ROLL -FO - INSULATED ROI ' LATERAL BRACING SYSTEM (LFRS) SHOWN BELOW INTERLOCKING SES MAY BE USED ONLY FOR ATTACHED, SOLID -ROOFED COVERS COLUMN 1 : 3"x3"x0.032' W/ (2) 2"x6.5"4.042" SIDE PLATES. SEE rB AND u u COLUMN 2 : PER SPAN TABLES i L nn. s\DURALUMWMO 01951412 MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS 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 m 3 "2"X6:5"X0.042" SIDE-PLATES S. - 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 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 4'47- - 5` .. 12' 3 F 4 4 5 4 5 13' 3 1 4 4 5 5 6 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET T. SEE SHEET 7 FOR POST TYPES. APMO PATIO COVER 11-1513 2.dwg, 1128/2013 4:1218 AM, 11 x 17 k TTACHED COVERS • r } r #14 SDS 8' O.C. #14 SMS,@ 37 O.C. � 4 MIN. PER EACH JOINT d #14 SMS @ 32" O.C. MAX. (4 MIN. PER PANEL INTERLOCK) y - OLL-FORMED (2) # 14 SDS @ EACH PANEL, r PANEL ALUMINUM S a • 6" FROM PANEL EDGE TOP & BOTT. 0.024" OINSULATED ROOF f. ROLL -FORMED PANEL INSULATED ROOF PANEL . ' HANGER ? O INTERLOCKING SEAM INTERLOCKING JOINT P FORM CORE .Users\delN)ocumentsM)U RALUMUAPMO UMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS ' BRACKET @ 3 -SQ. POST W/ (2)-#12 SMS EA. 3"SQ. POST 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 %4 MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION 31/2' MIN. 7 EXISTING SLAB ALUM. ALLOY 3.00" OR 6063-T6 �2.40-- 001 ,375" 0 0 1.60" 1.50 .090" TYP INSTALL 1Y" x 1Y" x Ya" HDG WASHER PLATE AT ANCHORS FOR 130 MPH ALUM 'T" BRACKET q 7/16"0 HOLE FOR 3/8" MB ASTM GRADE 36 STEEL INSTALL 1Y2' x 1Y2" x Y" HDG WASHER PLATE AT ANCHORS .157" TYP USE FOR 3;;`5R4" STEEL POSTS �2-5/16"0 HC___ SEE NOTES BELOW FOR SIZE SEE FOOTING SCHEDULE QUA IN BEAM SPAN TABLE ALUM.-rBRACKET USE WITH POST TYPE B,C,D, OR E. STEEL'rBRACKET USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. ALUM.-rBRACKET: USE2 3/8"0 HILTI KWI OLTS OR EQUAL STEEL.-rBRACKET: :- USE (2)-3/8"0 HILTI KWIK BOLTS OR EQUAL 2 3/' EMBEDMENT DEPTH FOR KWIK BOLTS) POURED CONCRETE FOOTING SEE NOTE 1/2 DEPTH OF FOOTING OR 12" MIN. EMBD. I ' I' (1 }1/2"OM.B. x9" LONG, 1" FROM END OF POST " POURED CONCRETE FOOTING STEEL POST ONLY: USE POST TYPE E111111 I w H m U_J H w >Z LU W n¢. m a. mw 0 m Z SQUARE, SEE FTG. SCHEDULE IN BEAM SPAN TABLE O9 SQUARE POST EMBED. 3" SQ. POSTS TO CONC. FOOTING : 9 . _ --INTO FOOTING- MINIMUM NUMBER OF REQUIRED COLUMNS FOR ATTACHED COVERS 2"X6.5"X0.032" SIDE PLATES m 3 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C NOTES: 5' 2 2 2 3 3 3 1. DO NOT USE ALUM. "T" 6' 2 3 3 3 3 4 BRACKET WITH 3X8 BEAM W/INSERT, MAG BEAM, 4" OR 7" [-BEAMS. 7' 2 3 3 4 3 4 2. POST TYPE E 8' 3 3 3 4 4 5 INSTALL WASHER PLATE 2-XY"X5Y"AT 9' 3 4 4 4 4 5 STEEL "T' BRACKET. 10' 3 4 4 5 5 6 3. POST TYPE F 11' 4 4 4 5 5 6 DO NOT USE STEEL -r BRACKET W/7" I -BEAM. 12' 4 5__F5 6 5 7 13' 4 5 5 6 6 7 Q� 2"X6.5"X0.042" SIDE PLATES STEEL "T" BRACKET D 11-15-131.dwg, 11272013 10:18:18 PM.11 x 17 (3)-5/8"0 BOLTS FOR POST TYPE J 8 K (2)-7/2"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 10 BASE PLATE SCHEDULE PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 7 9"S 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"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) ATTACHED ALTERNATE FTG. 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST4r 1-7/16"0 HOLE , $ 2-3/8" HOLES TYP. EA. SIDE m 110 MPH 120 MPH 130 MPH cusE slzF so 19• DEEP 'CUBE FFG. EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 18" 18" SQ. 12" 5' 2 2 2 2 2 3 20' zr SQ. 1r 22" 25' SQ. 16• 6' ._�;:. 2 2 2 3 2 3 za• za• SQ. 20• 7' 2 2 2 3 3 3 26" 3r SQ. 23• 28" 35• SQ. 25" 8' 2 3 3 3 3 4 �. 39SQ. 28- 9. 2 3 3 4 3 4 1 32" 43' SQ. 30" 10' 4 3 3 4 4 5 U.4r SQ. 32• 36' 51' SQ. U. 11' 3 3 4 4 4 5 38" 55' SQ. 37' 12' 3 4 4 5 4 5 40' 60" SQ. 39' 64" SQ. 41' 13' 3 1 4 4 5 5 6 da• ss• SQ. a3• 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 ATTACHFn rnvFRC CUBE FOOTING W/4•SLAB ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGBOLTS EMBED. 23.824 -CUBED (2)-12.0 31/4• I 25- - 30• CUBED 1 (4)-12.0 I 3 v4- 31- - 34' CUBED (4)-519.0 4- 35' - 39- CUBED (4)-374.0 4 314' 40' - 42' CUBED I (4)3!4.0 I 4 3/4• NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL- NOTE: QUAL NOTE: ALL COMPONENTS ARE INTERCHANGA13LE UNLESS OTHER WISE NOTED UsersldeIRDocuments\DURALUMUAPMO 01951 SPLICE WHERE 0.075 TYP. - I I L ------J A MAG BEAM ALUM. ALLOY 6063-T6 6.5" ROLLFORM B GUTTER FASCIA ALUM. ALLOY 3004-H36 DBL.2"x6.5"x0.032" ALUM. ALLOY 30VH36 OR EQUAL T=12 OR 14 GA. ASTM GRADE 50 .042" TYP. 461 SPLIC WHEF OCCUF 0.( r HEADER BEAM' 4" I -BEAM - �' ALUM. ALLOY .. 6063-T6 V J 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL .032' ALUM. MAX. HT.=10' MAG GUTTER D ALUM. ALLOY 6063-T6 L.3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL ----- C 3" SQ. ALUM. POST 3" SQ. ALUM POST ALUM. ALLOY 3004H36 B ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A500 GR.B (Fy--46ksi) -I 1.0(r C- 0.14RJ/ TYP. 3.(' ).28' 0.048' TYP. F�-3.0'-moi 3" SQ. STEEL BEAM E ASTM A653 GRADE 40 0.37j >II DBL. 3"x. W.042" BEAM T=0.125' WHERE N W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OCCURS ALLOY OR EQUAL 6063-T6 i DBL. 3"x8"x0.042" BEAM lam, ER BEAM TOP AND J1CH HEAD SHALL N CUTAT 0 W/ DBL. 12 GA. STL. INSERT GES 30TTOM FLAN COLUMN WHERE 3 -:ACH INTERIOR OCCUR. DO NOT COLUMS 0.375 l ALUM. ALLOY 3004-H36 OR EQUAL OR MORE CUT FLANGES AT ENO COLUMNS. ._,ni iaALUMWMO 01951412-13HAPMO PATIO COVER 11-15-131.dwg, 11/272013 9:57:11 PM, Tabloid SPLIC WHEF OCCUF 0.( r HEADER BEAM' 4" I -BEAM - �' ALUM. ALLOY .. 6063-T6 V J 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL .032' ALUM. MAX. HT.=10' MAG GUTTER D ALUM. ALLOY 6063-T6 L.3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36 OR EQUAL ----- C 3" SQ. ALUM. POST 3" SQ. ALUM POST ALUM. ALLOY 3004H36 B ALUM. ALLOY 3004-H36 3" SQ. STEEL POST F ASTM A500 GR.B (Fy--46ksi) -I 1.0(r C- 0.14RJ/ TYP. 3.(' ).28' 0.048' TYP. F�-3.0'-moi 3" SQ. STEEL BEAM E ASTM A653 GRADE 40 0.37j >II SPLICE T=0.125' WHERE ALUM. OCCURS ALLOY 6063-T6 i 7 0.110" TYP. 0.375 l 11'C 7" I -BEAM r ALUM. ALLOY 6063-T6 G W/( 1) "C" INSERT ALUM. ALLOY 6063-T6 W/ 2 "C" INSERTS I f 1 ALUM. ALLOY 6063-T6 5 3"x8"x0.042" BEAM L W/ 14 GA. STL. INSERT ASTMGRADE 50 3"x8"x0.042" BEAM W/ 12 GA. STL. INSERT ASTM GRADE 50 COLUMNJ_ POST_TYPES__ 0.024' 0.032• PLASTIC PLUGS #10 SMS @24'0.( EA. SIDE 3" SQ. ALUM. POST p WITH SIDEPLATES ALUM. ALLOY 3004-H36 OR EQUAL 0.075' TYP. 31� Fes -3.0'1 E MAG POST ALUM.ALLOY 6063-T6 SQ. STEEL POST ASTM A500 GRADE B =3"SQ.xt=0.188' =3"SQ.xt=0.250" IH -=3"SQ.xt=0.313' "SQ.xt=0.188' =4"SQ.xt=0.250' SQ. STEEL POST ASTM A500 GRADE B MINIMUM NUMBER OF FASTENERS FORROOF PANEL TO SUPPORTING BEAM& WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS TABLE 1 TABLE 2 TABLE 3 (2) 2"x6 %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. TEK OR SMS SCREWS NUMBER OF NO. 14 TEK OR SMS SCREWS o cr PER FOOT OF HEADER LENGTH ?x PER FOOT OF WALL HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH In 110 MPH 120 MPH 130MPH 3 110 MPH 120 MPH 130 MPH L 110 MPH 120 MPH 130 MPH cc ~ 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' 1 2 2 2 2 2 2 2 2�22. 5' 1 1 1 2 1 2 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 2 3 6' 1 2 2 2 2 2 2 2 2 2 2 2 6' 1 1 1 1 1 1 1- 2 1 2 2 ?. 2. 2 3 2 1.2 2 2 2 2 , 1 2 2 3 3 2 2 2 2 2 3 1 1 1 1 1 1 2 2. 1 2 2 2 8•. 2 2 2 3 3 3 8' 2 �2 2 2 2 3 2 3 3 3 3 3 2 2 2 3 3 3 8 1 1 1 2 1 2 2 2 2 2�-2 2 g, 2 2 23 3 3 g1 2 2 2 3 3 3 g� 1 2 2 2 2 2 2 3 3 3 3 4 2� 3 3 3 3 3 2 2 2 2 2 2 2 3 3 3 3 4 10 3 3 3 4 3 4 10 2' 2 2 2 2 2 3 3 3 3 3 3 10' 1 2 2 2 2 2 2 2 2 2 1 3 11' 2 3 3 3 3 4 11. 23 3 3 3 4 11' 3 3 3 4 4 5 2 3 3 3 3 4 2 2 2 2 2 2 2 2 2 2 2 3' 3 3 3 4 4 4 2 3 3 3 3 4 , 12 3 4 4 4 4 5 12 2 3 3 2 2 4 12 2 2 2 2 2 2 3 3 2 2 3 3 13' 3 3 3 4 3 4 4 5 4 4 5 5 13'[? --3 `2 3 2 3 2 4 2 3 3 4. 13' 2 2? 2 2 2 3 2 3 3 3 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED '-d FIGURE INDICATES FREESTANDING FAN BEAM r— FAN BEAM (IT -O" MAX SPAN) J J HEADER z CEILING FAN AND/ T=.075" F_ OR LIGHT FIXTURE TYP. R ( MAX. 30 Ibs. ) w NOTE 1: WHERE MULTIPLE SPANS OCCUR MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET T-1. .Users\delllDocum.=\DURALUMWMO 019519-12-1311APMO PATIO COVER 11-1513 1.dw9, 11/27/2013 9:48:47 PM, Tabloid FAN BEAM ALUM. ALLOY 6063—T6 tt i'+ A o VG O.U.A.�IKtVV AT BEAM ATTACHMENT AT HEADER AT HANGER CHANNEL ATTACHMENT,AT HANGER CHANNEL RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 1 110/120/130 MPH EXP. B & C TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 6'-3" 6'-3" of ZZ 6'-3" 6'-3" 3" x 8" RAFTER 5 6 TYP. TMP Z W 7 2" X 6 1/2" RAFTER 8 9 9 "T^ a o �z 11 1' 4 5 z acu'i 6 6 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 110 MPH 120 MPH 130 MPH L•L•= "T" 110 MPH 120 MPH 130 MPH L.L.= "1' 2' (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN. 7 8 16" 26'-3' 26'-3" 26'-3" 25'-8" 25'-9" 24'-4" 12 12 13 14'-2" ' 14'-2" 14'-1" 13'-10" 13'-10" 12'-8" 9 8'-4" 10 042 8'�" 26'-3" 26'-3' 26'-3" 26'-3" 26'-3" 25'-7" 14 15 16" 14'-10" 14'-10" 14'-10" 14'-10" 14'-10" 11 0.024•o.o 12 12 13 24" 21'-6" 21'-6" 21'-6" 21'-0" 21'-1' 19'-10" 024 .032 11'_7" 11'-7" 11'-7" 11'-4" 11'-4" 10'-A .02' 29'-10" 24" 25'-1" o.00azz- s.s 24'-0" 21'-6" 21'-6" 21'-0" 8'4"8'-4" 25'-1" 24" 8' 25'-1" 11'-7" 11'-7" 11'-7" 11'-3" 16 21'-10' 1'-10" 21'-10" 21'-6" 21'-7" 21'-0" 16'-T 16'-7" 18'-0" 18'-0" 18'-0" 17'-7' 0" 16'-4" 20 7" 21'_10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 10 10'-1" 16"18'-0" 13'-4" 13'4" 18'-0" 18'-0"T-7" 24" 1 T-10' 7'-10" 17'-10" 17'-7" 17'-8" 17'-2" 18-6" 18-6' 18-6 " 14'-4- "" 21'-1" 0 10'-1" .042 r .032 10 .03; . 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 21'-1' 24" 24" 14'-8" 14'-8" 14'-8" 14'-8"'-4" 10'-1" 021V! 10'-1" 10'-1" 10'-1" 10'-1" 16" 12'-2° 12'-2" 12'-2" 12'-1" 12'-1' 12'-0" " 21'-9" 21'-9" 21'-9" 21'-3" 6" I {--z.o•--I I 25'-2" I F--z.o•—{�z.o•�I I MAX I 10-1 10'-1" 10'-1" 10'-1" 10' 25'-6" 24" 20'-10" * 3"x8" RAFTER 25 * DBL. 2"x6.5" RAFTERS 20'-7" 20'-0" FOOTNOTE: -SAMPLE- -2" 12'-2° 12'-2" ALUM. ALLOY 30044196 ALUM. ALLOY 3004.136 OR 16 21'-9° 21'-9" 21'-9" 21'-9"1'-2" -9'21V' -T 16" EQUAL OR EQUAL .042 042 ATTACHED 042 9'-3"9'-3" 12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0" 17'-9" 17'-9" 17'-9" 17'-4" 17'-6" 16'-9" 24" 12'-2" 9'-3" 12'-2" 12'-2" 12'-2" 12'-2" FIGURE INDICATES 24" 17'-9" 17'-9" 17'-9" 9'-3" FREESTANDING 11'-8" 111-8' "'" 11'�-8-1 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 16" 12'-2° 12'-2" 12'-2" 12'-1" 12'-1" 12'-0" 24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. 11'-8" 11'-9" 11'-9" 11'-9" 11'-7" 11'-8" 11'-3" 11'-8" 11' 30 11'-8" 11'-8" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 14'-1" 14'-1" 16" 14'-0" 16" 9" .042 14'-1" 12'-2" 12'-2" 12'-2" 12'-1' 12'-1" 12'-0" 14'-2" 024 14'-1" 91-8" 9'-8" 9'-8" 9'-6" 9'-7" 9'-3" 14'-1" 024 24" 24 " 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 16" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 15'-0" 15'-0" 15'-0" 14'-9" 16" 40 10''7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 20 15'-0" 15'-0" 15'-0" 15'-0"" 24" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 12'-3" .- 12'-3" 12'-3" 12'-1" X77 .042 .032 20 .032 10'-T 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 24" 12'-3" 12'-3" 12'-3" 12'-3"" 16" 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" 8'-7" 18'-1" 18'-1" 18'-1" 17'-9" 50 8'-T 8'-7" 8'-T' 8'-7' 8'-7" 042 16" 18'-1" 18'-1" 18'-1"-1" 24 " 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 14'-9" 14'-9" 14'-9" 14'-7" 14'-8" 14'-2" .042 .042 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 24" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9"14'-9" 16 " 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" .024 .024 24" TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 5 5 6 TYP. TMP 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 16" 12. 12 13 3' - 7 7 8 8 9 a.o• 10 10 11 11 12 12 13 13 14 4' - 25 - 9 8'-4" 8'-4" 8'-4" 8'�" 8'-4" 8'-4" 12 13 13 14 14 15 5' 1 - s - - - 11 0.024•o.o 12 12 13 .032 24" 8,�" 8'-4" 8'-4"�8'4'8'�"25 16 .032 30'-8" 30'-8" 2* s 29'-10" 24" 25'-1" o.00azz- s.s 24'-0" 24'-7" 23'-7" 8'4"8'-4" 25'-1" 8';4" 8' 25'-1" 8'-4" o.oar 16'-7" 16'-T 16'-7" 16'-3" 16'-4" 5'-10" 7" 16'-7" 16'-7" 16" 16'-7" 16'-7" 10' -1" 10'-1" 10'-1" 13'-4" 13'4" 13'-0" 24" 13'-7" 13'-7" 13'-7" 042 21'-1" 21'-1" 21'-1" -1" 10'-1" 10'-1" 10'-1" . 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1' 24" 17'-3" 17'-3" 1 T-3". 17'-0" 24" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 042 F--3.o•--I 25'-6" I {--z.o•--I I 25'-2" I F--z.o•—{�z.o•�I I MAX I 10-1 10'-1" 10'-1" 10'-1" 10' 25'-6" 24" 20'-10" * 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS 20'-7" 20'-0" FOOTNOTE: -SAMPLE- 20'-10" 20'-10" ALUM. ALLOY 3004-H36 OR ALUM. ALLOY 30044196 ALUM. ALLOY 3004.136 OR FIGURE INDICATES -a 9'-3" 9'-3" 9'-3" 9'-3" 16" EQUAL OR EQUAL EQUAL ATTACHED 9'-3"9'-3" 24" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" FIGURE INDICATES 9'-3" NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT 9'-3" 9'-3" 9'-3" FREESTANDING 11'-8" 111-8' "'" 11'�-8-1 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 11'-8" 16" 24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED. 11'-8" 8" 111'-8" TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12. 12 13 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 5' 1 - - - - - 11 11 12 12 13 13 14 14 15 15 16 _ ,. l a7ALUMWMO 0195 9-12-13VAPMO PATIO COVER 11-15-13 1.dwg, 11/27/2013 9:50:53 PM, Tabloid PROJECTION O.H. I SPAN c TRIBUTARY TRIBUTARY= I WIDTH � 1/2 SPAN + O.H. h NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN i W DBL. 2" x 6 1/2" RAFTER z a 0 110 MPH 120 MPH 130 MPH `o o EXP. B EXP.0 EXP. B EXP.0 EXP, B EXP.0 19'-10" 19'-10" 19'-10" 19'-0" 19'-7" 17"-10" 16" 19'-10" 19'-10" 19'-10" 16'-3" 16'-3" 16'-3" 15'-10" 16'-0" 14'-7" 24" 16'-3" 16'-3" 16'-3" 16'-3° 16'-3" 25'-3" 25'-3" 25'-0" 24'-9" 4'-10" 23'-9" 16" 25'-3" 25'-3"-::25'-3" 25'-3" 25'-3" 24'-8" 24" 20'-8" 20'-8" 20'-8" 20'-3" 20'-4" 19'-6" 20'-8" 20'-8" 20'-8" 20'-8" 20'-8° 20'-2" 30'-8" 30'-8" 30'-8° 9'-10" 30'-1" 28'-9" 16" 30'-8" 30'-8" 30'-8" 30'-8" 29'-10" 24" 25'-1" 25'-1" 25'-1" 24'-0" 24'-7" 23'-7" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24'-4" 16" 16'-7" 16'-T 16'-7" 16'-3" 16'-4" 5'-10" 7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 13'-T' 13'-7" 13'-7" 13'-4" 13'4" 13'-0" 24" 13'-7" 13'-7" 13'-7" 21'-1" 21'-1" 21'-1" 20'-9" 0'-10" 20'-2" 16" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1' 24" 17'-3" 17'-3" 1 T-3". 17'-0" 17'-1"16'-6" 25'-6" 25'-6" 25'-6" 25'-1" 25'-2" 24'-4" 16" 25'-0"25'-6" 25'-6" 25'-6" 25'-6" 25'-6" 24" 20'-10" 0'-10" 0'-10" 20'-6" 20'-7" 20'-0" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 16" 9'-3"9'-3" 24" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 11'-8° 11'-8" 111-8' "'" 11'�-8-1 11'-8" 16" 11'-8" 8" 111'-8" 24" 11'-8" 11' 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-0" 16" 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-0" 24" 14'-2" 14'-2" 14'-2" 14'-1" 14'-1" 13'-10" 14'-2" 14'-2" 14'-2" 14'-1" 14'-1" 13'-10" PROJECTION O.H. I SPAN c TRIBUTARY TRIBUTARY= I WIDTH � 1/2 SPAN + O.H. h NOTE: TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 75- 110/120/130 MPH EXP. B & C ALUM. ALLOY 30041136 OR EQUAL y ALUM. ALLOY 3004-H36 OR EQUAL 7T (ALL UNMARKED RADII .06R) .09R zs T= (SEE TABLE BELOW) 45- TYP. ALUM. ALLOY 3004-1136 OR EQUAL 24- TRI -•V' PAN (SEE NOTE 1 BELOW) 3 1/2"W PANEL L.L- PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 130 MPH SPAN 9•-10' 9'-10• 9'-10' 9'-1- 9'-8• 8'-r 0 MPH 018 8'-9' 8'-9- 0� (PSF) (IN.) 8'-9• (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.C., EXP.B EXP.0 8'-0' 8'-T 8'-1• 8'-r T-5' EXP.0 8'-1' .020 11'$' 11' 8• 11'3' 11'-2' 12•-9" 10 .024 1ff4' 9'-9' 9'-9' s'-2' 93- --78%r 11'2• 9 8' 13'-r 13'-T 13•-T 13'-4• 13'-6- L 1r -r .032118'4• 10-r s' -1r 8• e• 8' 6• 8'-0• 10'-10" ,•.10-r 103•-rBYi 11' 0 11'-0' 11'-0' 14'-9• 13'-r 14'-9' 12 -T 14'-9•. 17 8• 14' 11'-10" 14'-2": 12 -0• 8'4' 8'4' 8'-r 8'-3• T-11 12'�- 10'-1' .018 10 9'-r 10 9'-r 1 T-3' 1 T-3' 1 T3• 16 -0" T -s' T=5' T-5' T -r T-2' 6'-10' 1 S-0• 16-0- 9.4" 94• s•4• 9,_2. 9.4" 9.-0. 20 .024 l ff-0• 10'-0• 10' -0•19, -to- 1 ff-0• s -s' o 0 8 9' 8'-S 8'-0' 8'=r 8'-2• T-10' 9'-3" 9'-1' 11'-0' 11'-8• 11'-8• 11'3• 11' r 111-0* 14'-1 • .032 9'-5• 9 § .020 14'-1 • 13'-1' 13'4' 174' 1 Z -0' 10'-9' 10'3' .10'4- 9-W 9'-9' 9'-91 18'-10' 18'-r 6'4• 6'4- 6-4* 6'-3' 6'-4- 6'-2' 16'-1- .018 1Z-6' 1 r-0• 1 r 6" 1 r4" 12•-0• .040 >1'r ill -1" 6'-1' 6' W 6'-0' T-10' 5'-10• 5 6- .040 6'-10• -11• T-11• T-11' 10' T-11' r 25 .024 1 T -r 16 -8' 16'-9' i S-9' 16 -0' 15'-0'. T -T T -T r4 T-2' T-2' 6'-10• 6-10' 6.6' 13 4•' 1 r s" 9'-6' 9'-6* 9'-0' 9'4- 9'-0' 9'-2- 10'3• .032 1 ff4• 9'-9' 9'-9' 9'-9• 9'-7• 9'-9• 9'4- T-10• 9'-1' T-10' 8'-10' 8' 8' 8' 8' 8'4• T-1' 64• 6'4• 6'4" 6'-3- 6'4• 6'-r .018 .020 8'-9' 8'-9• 8'-T 8'-T 1ff-1- 9'-6' 6'-1' 6'-0' 6'-0' 5'-10" 5-10' 5* -6' 9'-1' T-11' T-11- T-11' -10• T-11• r 30 .02a 12'-3• 11'-9" 1r-2• 1r -T s• -r 11'-0• 1r-0• 11'-0• T4' T -r T -r 6'-10• 6'-10' 6'-6' 11-7- r -r 91-61 1'-0' 9•-T 9'4• 9•-6• 91- .032 .024 11'4' 11'-2• 1 11'-r 1ff-10' 1ff-10" 8'-10' 8'-10' 8'-8' 8'-0' 8'4' 7T (ALL UNMARKED RADII .06R) .09R zs T= (SEE TABLE BELOW) 45- TYP. NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50 ALUM. ALLOY 3004-1136 OR EQUAL . 12' x 3 1/2"W PANEL SEE NOTE 1 BE W) 9'-1• 9•-0' 9'-1" i W x 2Y2FLAT PAN (SEE NOTE 1 BELOW) I L.L= PANELT 110 MPH SPAN 120 MPH SPAN ., 130 MPH SPAN L.L.= PANELT 110 MPH SPAN 120 MPHTEXP.C. T-10' 0 MPH SPAN 8'-9' 8'-9- 0� (PSF) (IN.) 8'-9• (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.C., EXP.B EXP.0 EXP.B IEXP.0 :EXP.B 8'-8• .B EXP.0 8'-1' .020 13'3' 13'3• 13'3' 12'-9" 12•-9" 12'3' T -T e'� .":0201T-0• 12'-0" 12'-0' 1T-0" 91-91 * 11'2• 9 8' 9 9" 9'-T 8•-0• 8 -9" 8'-9• 1r -r 1r -r 1m-7• 10-r s' -1r 8• e• 8' 6• 8'-0• 10'-10" ,•.10-r 103•-rBYi 11' 0 11'-0' 11'-0' 14'-9• 13'-r 14'-9' 12 -T 14'-9•. 17 8• 14' 11'-10" 14'-2": 12 -0• 13 di' , 11'-1" *y .024 1.3'- 3" 10', 0• 12 -1' 11'4' 19'•3• 11'-0•'-10• U _ 12'�- 10'-1' 9'-9' 10 9'-r 10 9'-r 1 T-3' 1 T-3' 1 T3• 16 -0" 16•-0• 16'-0- 8'-r 15'-r 15'-r 1 S -T 1 S-0• 16-0- 14'-0' 16 6" 11 -r 1 r -r III, -r 11'2* t r3• .032 l ff-0• 10'-0• 10' -0•19, -to- 1 ff-0• s -s' o 0 .032 .020 s' -r 9-0' s'-0• .032 9'-3" 9'-1' - - - - .020 15' • 14'-9• 14' 9' 14'-0' 14'-1 • 13'-3• 9'-5• 9 § .020 14'-1 • 13'-1' 13'4' 174' 1 Z -0' 12 -0' 101-r 9' -r 19'-r 19•-r 18'-10' 18'-10' 18'-r 6'-11' 1T4• 1T4' 1T4• 16'3• 16'3' 16'-1- 6'-3' 1Z-6' 1 r-0• 1 r 6" 1 r4" 12•-0• .040 >1'r ill -1" 11'-1• ill -r 1 r-0• 11'-1" 10'-9• 6'-10• .040 6'-10• 6'-10• 6'-10" 6'-10' .040 13 -1' 12'3' 1 T -r 16 -8' 16'-9' i S-9' 16 -0' 15'-0'. T -T T -T T4' 1 S -T 14'-10• 14'-10' 14'-1 • 14'-2" 13 4•' 1 r s" 1 r -s• 10'-9• 10'-9• 101-9' 10'-7' 10'-9' 10'3• 10 8• 1 ff4• 9'-9' 9'-9' 9'-9• 9'-7• 9'-9• 9'4- T-10• T-10• T-10' T-10• .020 T-10" T-1' T-1' T-1" T-1" r-1" .020 .020 8'-9' 8'-9• 8'-T 8'-T 1ff-1- 9'-6' 9'-0' 9'-0' 9,'-1• 8'-0• 024 9'-1' 8'-9- 8'-9' 8'4' 8'-0" T-11' T-0' 1r-3" 1r-3• 12'-3• 11'-9" 1r-2• 1r -T s• -r 11'-0• 1r-0• 11'-0• 10�- 10'-10• 1ff4• ll' -10- 1 ra- 1 r-10• 11-7- r -r .024 032 .024 11'4' 11'-2• 1 11'-r 1ff-10' 1ff-10" 10'-T 2020 11'-2' 1ff-9" 10'-9" 10'-3' 10'-4' 9'-10' E 10'-1" 9' 8" 9'-9' 9'-3• 9'-5- 14'4" 14'4' 14'4' 14'-0' 14'3' 13'-r 12'-0• 13'-0" 13'-0" 13'-0' 12'$' 12'-10' 12'-2' 9'3" 9'4' 9'-1L .020 032 9' 8'-9' .032 T -T 8'4' LL 10'3• 1ff-r 13'-3• 12'-9• 12'-9" 12'4• 12'4' 11'-T 11'-10• 11'4• 11'-0" 11'-0' 11'-W 10'-0" 7- 16 3' 16 3' 16 3" 15-10' 16'-r 1 S4' 14' 6• 14'-0' 14'-0' 14'-r 14'4• 13'-9' 1r -r A 040 .040 1r -r 1ff-1o• 1ff-1o• 10-7' 0 13'3- 15-1' 14'-r 14'-r 13' 8' 14'-1" 13'-2" > o w , 13' 6• 17-10' 13'-0' 12 4• 12 6' U? a 9-1• 9'-1• 9,_1" 91-01 9. 1" 8-9• 8'-2' 8 -r 8 1• 8_1• 8'-1' 8' ' 8'-1' T-10' 8'-0' 8'-0• T-9' T-9' 020 a o m 9'-0" 9'-0• s'-0• s'-0• 9•-0• 020 .024 8'-8' 8'4' 8'4• 8'-1" 8'-1' T-9• 8'-0• 8'-T 8'4' T-9• r 7- T -r T4' T4- T-2- 104• 9'-9• 9'-9" 9•-9• 9'-a" 9'-9• 9'-T o 32 8-9' 81-9" 8'-9" 8'-8' 8'-9' 8'-6' 024 9'-10•m zw o11' J-44* -T 024 11'-T 11'-T 11'-T z 25 9' 6- 9, 2• 9.3' 9'-0•` g._1• 8'-9 25 8.4. g, 2. 8.2. 81 Q OGa1K T4" 11'-1' 11'-1 • 11'-2' 11'3' 11'-0' 101-0• 10'-0• 10'-0" 9'-10• 1 ff-0• 91-9" T-3' T-3" T-2' T-2' T-1' 032 9'-3" 9'-3' 9'-3• 9-3' 9'3• 9'-3' C1 032 .024 U. 10•-T 101-7- 10'3• 10'4' 1ff-1• Tom' O 50 9'-r 9'4• 9'4' 9'-r 9'-r 8'-10- 9'-3" 1 r-6• 1 r-6• 1Z-6' 1 r4• 1 r-0" 12'-r x 1111. 11'-1• 11'-1• ' 11 -0• 1 r-1" 1 ff-9- 104' 040 .040 10'4" .040 10'4" 10-r 1ff-2• 11Y-0• 1z -r 1rs• 1r -s• 11's, 1r-0" 1r -r 10-0• 1ff4� 1ff6• 1ff-r 1o' -r s' -1o' NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50 ALUM. ALLOY 3004-1136 OR EQUAL 40 9'-1' 9'-1• 9'-1• 9•-0' 9'-1" 8'-9• 8-r 8'-0' 40 8-1• 8'-1• 8'-1- 8'-01 8'-1• T-10' T-8• T -r I 120 MPH OZO 9'-10• 9'-10• 9'-10' T-10' 9'-10• 8'-9' 8'-9- 0� 8'-9• 8'-9• 8'-9• NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY 8'-8• 8'4' 8'4' 8'-1' 8'-1 - T-9' 1 ff-9• T-9- T -r T -T T4• T4• T-2' TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN 91-91 91-9" 9 -9' 9 8' 9 9" 9'-T 8•-0• 8 -9" 8'-9• 8'-9' 81-8* 8'-9' 8' 6' -- - - 8• e• 8' 6• 8'-0• 8-3• 8'4• 024 11' 0 11'-0' 11'-0' 11'-0' 11'-0' 111-W 024 9' 8' 9' 8' 9' 8' 9'�• 9 8' 16-0" 9'-9' 30 9'-r 9'-0• 9'-r 9'-3' 9'-0' 9'-1' 8'-9' 8-0' 30 8'-r 8'4' 8'-2• 8'-2' 8'-0' 8'-1' T-9' 16 6" 11 -r 1 r -r III, -r 11'2* t r3• 1 r-0- l ff-0• 10'-0• 10' -0•19, -to- 1 ff-0• s -s' o 0 .020 s' -r 9-0' s'-0• .032 9'-3" 9'-1' - - - - .020 6'-11• 6'-11• 6'-11• 6'-11' .032 6•-11' 9'-5• 9 § .020 6'-3' 6'-3" _ . 6'-3' 6'-3• 10'-9' 101-r 10'-T 103' 104' 10'-1• 11'-0- 11' 8• 6'-11' 9'-r 9'4• 9'4' 9'-2' 9'-2' 8-10' 6'-3' 1Z-6' 1 r-0• 1 r 6" 1 r4" 12•-0• 1 r -r 7'$' ill -1" 11'-1• ill -r 1 r-0• 11'-1" 10'-9• 6'-10• 6'-10• 6'-10• 6'-10• 6'-10" 6'-10' .040 13 -1' 12'3' 50 16'-1' T 8- .040 T 8' T -T T -T T4' .040 6'-10• 6-10• 1 r -r 1 r s" 1 r -s• 1 rte• 1 r-0• 1 r -r 15-r 16-r 14'-10" 10 8• 1 ff4• 1ff-0• 1 ff-r 10.2. s' -1o" T-10• T-10• T-10' T-10• T-10• T-10" T-1' T-1' T-1" T-1" r-1" T-1- .020 8'-9' 8'-9• 8'-T 8'-T 8'4• Lu W a .020 10'-3• 10'-3" 1 ff3• 1 V 2" 101-3' 1 ff-0• 024 T-9• T-0' T -w T4" T-3• T-1' s'4• s' -a• s• -r T-0' 6'-10• 6 8• 6W 6W 6'-T ll' -10- 1 ra- NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50 ALUM. ALLOY 3004-1136 OR EQUAL 40 024 8-7 8'-0' a -r 8'4• 8-r 8.4• 8-r 8'-2• 8-r 8'-2' 8-r 8'-0' 40 oz4 -8 T -8- r -r T-8 -r T 8• T-6' r-8" T-3• r-8• T3'. T-8• T -r I 120 MPH 9'-10• 9'-10• 9'-10• 9'-10' T-10' 9'-10• 8'-9' 8'-9- 8'-9' 8'-9• 8'-9• 8'-9• NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY 8'-10- .o3z 8'-9' 8'-r 8' 8' 8' 6' 1 ff-9• T-10• .032 T 9' T-0' T 8• T -r TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN FOOTNOTE: "SAMPLE' .024 9'-9• 9'-9• 9'-9• 9'-9• 9'-9- 9•-9" _ 8•-0• 9•-T 9'4• _ 9'4 _ 9-;2 8•-8" IN TABLE 1, SHEET 1. 13'4• 8• e• 8' 6• 8'-0• 8-3• 8'4• 8'-2• 11' 0 11'-0' 11'-0' 11'-0' 11'-0' 111-W 9' 8' 9' 8' 9' 8' 9' 8' 9'�• 9 8' 16-0" 9'-9' 9'-r 9'-r FIGURE INDICATES 18'-0' 18' 6• 040 8' 8' 8' W 8-0' 8'-0' 8'-r 8'4' .040 1 T-6" 040 1 T-0' 16 4' 16 6" 16'-01 n o ATTACHED tff 10" 1ff-T 10'-0• 1ff4• 10' 6• 101-r o 0 .020 s' -r 9-0' s'-0• 9'-3• 9'-3" 9'-1' - - - - .020 6'-11• 6'-11• 6'-11• 6'-11' 6'-11' 6•-11' 9'-5• 9 § .020 6'-3' 6'-3" 6'-3' 6'-3' 6'-3• 6' -3 - FIGURE_INDICATES - - FREESTANDING ° L4 � 20 .024 12'-2' 11'-0- 11' 8• 6'-11' 6' 8' 6'-8• 6'-6' 15-0' 6'-3' 6'-3' 6'3' 6-2• 14'-T 024 7'$' T-8" T-8• T 8" T-8" T-0• .024 6'-10• 6'-10• 6'-10• 6'-10• 6'-10" 6'-10' = 13 -1' 12'3' 50 16'-1' T 8- T 8' T 8' T -T T -T T4' .040 6'-10• 6-10• 6'-10' 6'-8' 6'-9• 6'-T -%nt1RALUMIIAPMO 0195\9-12-13WMO PATIO COVER 11-15-131.dwg, 11 /Z712013 9:46:47 PM, Tabloid .75" ALUM. ALLOY 3004-1136 OR EQUAL 8'-10" 8'-10• Ir 10" 8'-10• 8'-10" 8'-10- T-10• T-10• T-10" T-10• T-10" T-10' SPAN I 120 MPH .032 130 MPH SPAN v 4a w o (PSF) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 14'-2" 14'-2" 14'-2' 13'-9• 13•-0'• 13''1" 032 020 NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY 8'-10- 8'-9' 8'-9' 8'-r 8' 8' 8' 6' 1 ff-9• T-10• T-9' T 9' T-0' T 8• T -r TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN .024 9'-9• 9'-9• 9'-9• 9'-9• 9'-9- 9•-9" 8•-0• 8'-8" 8' 8- 8'-0• 8'-8" 8•-8" IN TABLE 1, SHEET 1. 13'4• 040 12'$ 12•-91 12'-1" 10 1'r-2" 1 T-2' .040 6'-10' 1 T-1• 16'-6• LL a s 16'-2" 15'$• 15-9' 16-0" 9'-9' 9'-r 9'-r 94' 18'-0' 18' 6• 18'-6' 8' 8' 8' W 8-0' 8'-0' 8'-r 8'4' -%nt1RALUMIIAPMO 0195\9-12-13WMO PATIO COVER 11-15-131.dwg, 11 /Z712013 9:46:47 PM, Tabloid .75" ALUM. ALLOY 3004-1136 OR EQUAL v 00 vzc� Q z 6"x 2)4' FLAT PAN (SEE NOTE 1 BELOW) L.L= PANELT (IN.) 110 MPH SPAN I 120 MPH SPAN 130 MPH SPAN v 4a w o (PSF) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 14'-2" 14'-2" 14'-2' 13'-9• 13•-0'• 13''1" 020 1 r-8• 12 -0• 1 r-0• 11'4• 1 V 6• 1 ff-9• 1 S -r 15-r 15-3" 16-2" 14•-9' .024 14'-r 13'4• 13'4- 12'$ 12•-91 12'-1" 10 1'r-2" 1 T-2' 1r-2' 6'-10' 1 T-1• 16'-6• LL a s 16'-2" 15'$• 15-9' 16-0" 15-1 • 14'-3• .032 o 18'-0' 18' 6• 18'-6' 18'-1• 18'-4• 1T-9• o� N .040 1 T-6" 16•-10' 1 T-0' 16 4' 16 6" 16'-01 n o 1 r -r - 11'7' 1 r-6• 11'-r 1 r -r o 0 .020 1ff-10' 10'4• 10'3' 9'-9' 9'-10' 9'-5• 9 § 13'-0• 13•-0" 13'-0' 1�2--3' 12•-4" ° L4 � 20 .024 12'-2' 11'-0- 11' 8• 0 7- - 15-0' 15-0• 15'-0- 14'-9" 14'-10' 14'-T .032 14'-2' 13'-0• 13'-r 13'-0' 13 -1' 12'3' 1VA' 16'-1' 16'-1' 5-10- 16'-1" 163• .040 > zd 15-0' 15-r 16-r 14'-10" 14'-10• 14.3• s F 9'4' 9'4' 9'4' 9'3' 9'4' 9--l- .020 9'-70• 8'-9' 8'-9• 8'-T 8'-T 8'4• Lu W a 10'-3• 10'-3" 1 ff3• 1 V 2" 101-3' 1 ff-0• 024 s' -1o• s' -r 9•-8" s'4• s' -a• s• -r 3 z5 1 r-10• r-10• ll' -10- 1 ra- 1 r-10• 11-7- r -r 032 11'4' 11'-2• 1 11'-r 1ff-10' 1ff-10" 10'-T 13'3' 13'3" 13'3• 13•-r 13'3' 13'-u E 040 17-9' 1 z'-0• 12'-0• 1 r -r 12'-Y 11'-10• m E 9'3" 9'4' 9'-1L .020 9' 8'-9' W 7- T -T 8'4' LL 10'3• 1ff-r 10'3' 1ff-0" Z 8 .024 W-49-4-9'4- a 7- 9' 8' 9'4• 94• 9'-2•30 11'10• 1 r-0- 1 r-10' 1r -r A z• 1r -r 1ff-1o• 1ff-1o• 10-7' 0 13'3- 13'3' 13'3• 13'-r 13'3' 13'-0• > o w , 12'-9' 12 W 12'-0• 17-2" 12•-2'11'-10• U? a 8'-2• 8'-r 8'-2' 8 -r 8'-2' 8'-2' o, .020 8'-1' 8'-0' 8'-0• T-9' T-9' T-8' a o m 9'-0" 9'-0• s'-0• s'-0• 9•-0• 9' 0' .024 8'-10' 8' 8• 8'3" 8'-0• 8'-T 8'4' 40 0 1ff4• 104• 104• 1ff4- 1ff4• i m o 32 103• 10'-1" 101-1• s'-10- 9'-10•m zw o11' J-44* -T 11'-r 11'-T 11'-T 11'-T z n 11'11'3' 11'-3" 11'-1• 11'-1' Q OGa1K T4" T4" T4• T4- T4" T4' .020 T4' T-3' T-3" T-2' T-2' T-1' 9'-3" 9'-3' 9'-3• 9-3' 9'3• 9'-3' C1 .024 U. 8'-1 • 8'-0' 8'-0' T-10' T-10' Tom' O 50 o .032 9'-3' 9'3' 9'-3" 83' 93' 9'-3- 9 3- 9'-3" 9'3' 9'-1• T-1' 8'40" x 10.4' 10'4" 10'-4- 1ff4' 1014' 104' 040 10'4" 10'4• 10'4" 10-r 1ff-2• 11Y-0• OPEN L) TTICE STRUCTURES RAFTER, SEE TABLE - \ FOR SIZE AND SPACING z z L" MAX. SESCHEDULE �x'SnNGe�j�o/N NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX PROD. eU� /N Z o w _ _ MAX O.H. ?S 25% OF SPAN O. H G SEE SCHEDULE MAY NOT BE COVERED. G n w RAFTER SEE TABLE Q O �Sp FOR SIZE U � m gctic AND SPACING < G ? ad 2Se� `J F Z ~ OAA s 25% OF OPq;0 W o co w N �G�G /NG CL Ld CLxU 9060 Uz= < U j H U LENGTH OF STRUCTURE VARIES OV R [V �jV W COQ POST WITH SIDE PLATES SFF SEE DETAIL y O pqe qC�N V' LENGTH OF STRUCTURE VARIES "vVG U. x a a AosT 3 1/2' SLAB ATTACHMENT MAY BE USED WHERE AOS R o NOTE: EACH COMPONENT IS INTER- sFF Sp Tgc�NG PERMITTED. sl��c TSp POST WITH SIDE PLATES * SEE DETAIL 0 0 CHANGEABLE WITH ANY OTHER SEE SCHEDULE Tge�FC�HG o COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQu1RED, NOTE: EACH COMPONENT IS INTER- A 3 1/2' SLAB ATTACHMENT 0 n z NOTE: SEE SCHED. FOR FOOTING CUBE SIZF CHANGEABLE WITH ANY OTHER S �TSp FTgB MAY BE USED WHEREa PERMITTED. 3 -. THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT COMPONTENT UNLESS OTHERWISE SHOWN. goiH ( SEE SCHEDULE o nl J & BE COVERED. � o FOOTING WHERE REQUIRED, J SEE SCHED. FOR FOOTING CUBE SIZE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURETYPE s "F" ATTACHED MULTISPAN LATTICE STRUCTURE *SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 61/2" SIDE PLATES. *SEE tu SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2-X 61/2" SIDE PLATES. �v 3� WD a� 0 NOTE THIS OPEN LATTICE -TYPE STRUCTURE RAFTER, SEE TABLE MAX. PROD- FOR SIZE SEE SCH U NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX. PROJ. MAY NOT BE COVERED. AND SPACING MAY NOT BE COVERED. SEE SCHEDULE 2S MAX O.H. O.H %Ocp�1q 25% OF SPAN RAFTER, SEE TABLE SPACING $ k O AND srsp,py� O.H. c7 a MAX O.H. LL m o Op O 25% OF SPAN AO _ COfJ � a?W0 xF xBAG Zvi g._ or a �3OiL�O O w a OZ.zCLn LENGTH OF STRUCTURE VARIES y+A O R SO p J ?4 aoi4m O PoS 057OST DET SEE POST DETAI 1 LENGTH OF STRUCTURE VARIES C, S���geCFC�NG �I uJ NOTE: EACH COMPONENT IS INTER- AOS 3 1!2' SLAB MAY BE USEDPoS TO CONSTRAIN SFFT sAq POST CROSSSECTION, SEE POST DETAIL, w N w ... m z a CHANGEABLE WITH ANY OTHER sF TSp FTge(q�NG FOOTING, SEE 9 c�NG z' iu w COMPONTENT UNLESS OTHERWISE SHOWN. SCHEDULE 3 1/2' SLAB a U0 ' NOTE: EACH COMPONENT IS INTER- °oS rsA SED TO CON BE USTRAIN UL 13 C3 W ir CHANGEABLE WITH ANY OTHERsFF I r�[F%�'G FOOTING, SEE FOOTING WHERE REQUIRED SEE SCHED. FOR FOOTING CUBE SIZE COMPONTENT UNLESS OTHERWISE SHOWN. `� SCHEDULE FOOTING WHERE REQUIRED c SEE SCHED. FOR FOOTING CUBE SIZE U- O * TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE w w JsersldelKDocumenls\DURALUMUAPMO 019519-12.13UAPMO PATIO COVER 11-15-131.dwg, 11/27/20139:43:51 PM, Tabloid _-...gni IRAL.UMVPMO 01955 SOLID PANEL STRUCTURES t ATTACHMENT -CHANNEL #_ENGTy�4'`Z_ ATTACHMENT CHANNEL ALUMINUM SEE DETAIL AND Syq� OFSTR(/C - ALUMINUM SEE DETAILS ROOF PANEL TyE Ta ROOF ROOF PANEL MIN. 0.25" SLOPE PER FT SEEFOR SPANS ROJECT/ N "�W S '� SEE SCHEDULE FOR SPANS O.H. SPAN } O: "O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25% - - - -- - OF SPAN OF SPAN Y' • SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE P E PRDF L SS TSAR/ES cr�QN �N 0 .Z w w z Z.z w H muggy O U Q <,e JO waw aw� v�= O OPTIONAL: CANTILEVER BEAM p o a z SEE T SPgG/y SEE SCHEDULE FOR ►= SF ST SpgC OPTIONAL: CANTILEVER BEAM * SQ. POSTS, SIZE VARIES SCNEDV�ES POST SPACING SQ. POSTS, SIZE VARIES ESCyEDU`�3 SEE SOCHESPACINGDULE R = 'O Hy: O H N 8 25°6 nF3c .cc�D r `� 3 1/2" SLAB £�� OF P,gN N 3 1/2" SLAB ALTERNATE: + ALTERNATE: ATTACHMENT SINGLE -POST '. ATTACHMENT SINGLE POST w x MAY: BE USED MAY BE USED, o IL WHERE PERMITTED. SEE SCHEDULE WH SEE SCHEDULE SEE SCHEDULE ERE PERMITTED. o SEE SCHEDULE NPOTE. O SPLICE AT THIS m N MAX. HT_= 12 NOTE: NO SPLICE AT THIS N o POST AND AT END BAYS. „Y MAX• HT.= 12' POST AND AT END BAY FOOTING WHERE REQUIRED 0 FOOTING WHERE REQUIRED o � SEE SCHEDULE r SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- Q CHANGEABLE WITH ANY OTHER: :.n . CHANGEABLE WITH ANY, OTHER 0 r COMPONTENT UNLESS OTHERWISE SHOWN. 1 COMPONTENT UNLESS OTHERWISE SHOWN. w °x J TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION * SEE SHIT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. * SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES. 1' J WhW z K Q � a ow - �ENGTy - - CENG • . r ' ALUMINUM ALUMINUM ROOF PANEL O.H OF ST RUCRE V ROOF PANEL MIN. 0.25" SLOPE PER FT. OF STRUC�l/ 1 SEE SCHEDULE qR/ES SEE SCHEDULE O.H RE V�/ES 8 FOR SPANS FOR SPANS In Re "O.H." NOT TO EXCEED 25% - - - - "oSPA2­66` O.H." NOT TO EXCEED 25 /o co ci tL �, OF SPANM1 OF SPAN ¢ - w m. -SEE. DETAIL FOR SPLICE'---.,, p �n Q SEE DETAIL FOR SPLICE 1 pOST 3P °' OPTIONAL: CANTILEVER BEAM y POST OPTI NAL' CANT LEVER B a ,, SQ. POSTS, SIZE VARIES SEESCyFDC�N 3 SEE SCHEDULE POST SPACINOR = SQ. POSTS, SIZE VARIES SEES HE p�C� SE POST SPACINGSCHEDULE R o j 0.25 O � ' •i O"� OT I . - _ a o m �. ALTERNATE: / OTOFSpEXCEED ALTERNATE: op Sp EXc 3 1/2" SLAB SINGLE POST AN is D _ MAY BE USED' SEE SCHEDULE 3 BE SLAB SINGLE POST NOTE O SPLICE AT THIS MAY BE USED SEE SCHEDULE NOTE O SPLICE A THIS w �+ TO CONSTRAIN � TO CONSTRAIN z . FOOTINGSEE FOOTING; SEE POST D AT END BAYS, POST TOAT END BOYS. w o z -. ,SCHEDULE SCHEDULE m � i o z�ww FOOTING HERE -REQUIRED - - - -- - - FOOTING WHERE REQUIRED --- - -- 'Mu � WHERE -REQUIRED SEE SCHEDULE FOR NOTE: EACH COMPONENT IS INTER- SEE SCHEDULE FOR FOOTING CUBE SIZE FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - x CHANGEABLE WITH ANY OTHER 1/2 9" STEEL RODCHANGEABLE WITH 1/2 x 9" STEEL ROD COMPONTENT UNLESS AW70THER SHOWN. LL COMPONTENT UNLESS OTHERWISE SHOWN. o O TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION x U) T PATIO COVER SYSTEM A&MFG BY: DURALUM PRODUCTS. INC .4' : GINEE,, V � •°THOMAS I. Exp: Of CIVIL klA9° ��. - 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 (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), 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 ,UsersldelN)ocuments\DURALUMVAPMO 01951412-IMIAPMO PATIO COVER 11-15-13 2.dwg, 11/28/2013 3:40:34 AM, Tabloid DESIGN REQUIREMENTS: 1 RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC 8 IBC APPENDIX CHAPTER I, CRC AND IRC APPENDIX CHAPTER H. ROOF LIVE AND SNOW LOADS: 10, 20 AND 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, S os= 1.0, S 6F 0.50 RESPONSE MODIFICATION FACTOR, 8:1.25 6. EQUIVALENT LATERAL FORCE PROCEDURE. 7. DESIGN ASSUMPTIONS: A. MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE (AVERAGEr 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. SHEETINDEX: 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 39-40 ......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 45.16 ......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 GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN COMPLIES WITH THE 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL RESIDENTIAL CODE, 2013 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. DRAWING NOTES 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) '0(��L SHALL BE CIRCLED AND CLEARLY IDENTIFIED. �A. 5 G�nfs I yCa�j INSTALLATION IDENTIFYING YTAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND CLOSABIL O V �Q Zc� _ 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 a . 4$a8 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 4 V AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED O OF ` PLANS AND SPECIFICATIONS WITHOUT AN APPROVED ���CHANGE }• 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 8 1605.32. .4' : GINEE,, V � •°THOMAS I. Exp: Of CIVIL klA9° ��. - 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 (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), 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 ,UsersldelN)ocuments\DURALUMVAPMO 01951412-IMIAPMO PATIO COVER 11-15-13 2.dwg, 11/28/2013 3:40:34 AM, Tabloid DESIGN REQUIREMENTS: 1 RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC 8 IBC APPENDIX CHAPTER I, CRC AND IRC APPENDIX CHAPTER H. ROOF LIVE AND SNOW LOADS: 10, 20 AND 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, S os= 1.0, S 6F 0.50 RESPONSE MODIFICATION FACTOR, 8:1.25 6. EQUIVALENT LATERAL FORCE PROCEDURE. 7. DESIGN ASSUMPTIONS: A. MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE (AVERAGEr 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. SHEETINDEX: 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 39-40 ......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 45.16 ......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